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BRIDGING &

ACI will be accepting books for children in grades K-12 as well as monetary donations for the Literacy Network of Greater Cincinnati (LNGC). Cash/ check contribution can be made at the LNGC booth near the ACI Bookstore. Online donations can be made on the LNGC’s Web site.

To learn more visit www.lngc.org

Make a difference and donate today!

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Table of Contents ACI Fall 2011 Convention

October 16-20, 2011 Millennium Hotel and Duke Energy Convention Center

Cincinnnati, OH

ACI Board Committees and Chairs ........................................... 174ACI Board of Direction ................................................................2ACI Convention Committee ...................................................... 174ACI Greater Miami Valley Chapter 2011 Board of Directors .......... 12ACI Greater Miami Valley Chapter Convention Committee ...........13ACI President’s Welcome ............................................................ 3ACI Registration ........................................................................15ACI Spring 2012 Convention .....................................................20ACI Sustaining Members ............................................................ 5Concrete Mixer ............................................................58 and 155Contractors’ Day Lunch ................................................55 and 142Convention Sponsors .................................................................8Daily Program.......................................................................... 37Demonstrations ................................................... 36, 113, and 141Event Details ........................................................................... 75Exhibitor Floor Plan ........................................ between 26 and 27Exhibitors ............................................................................... 27Future ACI Conventions ............................................................20General Information ..................................................................15International Lunch ....................................................... 41 and 80Maps ............................................................. between 26 and 27Mayor’s Welcome ......................................................................4 Membership Information ..........................................................17Notable Concrete in Cincinnati and Vicinity ..............................172Numerical Committee Meeting Listing ...................................... 74Opening Reception .......................................................44 and 92 Opening Session .........................................................44 and 93Restaurants ............................................................................. 18Session Attendance Tracking Form .................................. after 174Student Competition......................................................41 and 81Student Lunch .............................................................48 and 114Tours and Guest Events ............................................................ 21Transportation ......................................................................... 19Where’s That Meeting Room? ...................................................26

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American Concrete InstituteBoard of Direction

PresidentKenneth C. Hover

Vice PresidentsJames K. WightAnne M. Ellis

DirectorsDennis C. Ahal

Neal S. AndersonEmmanuel K. Attiogbe

Khaled AwadJames R. HarrisCecil L. Jones

Ronald KlemencicDavid A. LangeDenis MitchellJack P. Moehle

David H. SandersJoseph C. Sanders

Past PresidentsFlorian G. Barth

David DarwinLuis E. García

Executive Vice PresidentRonald G. Burg

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ACI members and guests: Welcome to my hometown of Cincinnati and the ACI Fall 2011 Convention!

I would like to sincerely thank each and every one of you—members, guests, and visitors—for attending the ACI Fall 2011 Convention. Each of you plays an important role in the success of every convention by bringing your questions, interests, insight, experience, enthusiasm, and dedication. In fact, the success and growth of ACI relies on its primary and most powerful asset—our members. ACI’s Strategic Plan calls for developing camaraderie by creating “a place for everyone with a technical interest in concrete”—and the Cincinnati Convention is just such a place. By attending this exciting convention, you are helping ACI reach a strategic goal!

ACI and the Greater Miami Valley Chapter have worked hard to design a convention program that allows you to learn, contribute, and network in a professional environment. Convention highlights include the ACI Sustainability Forum, the Katharine and Bryant Mather Lecture Series during the Opening Session, the Student Pervious Cylinder Competition, the Student Project Competition Presentation, the Concrete Mixer, and much more. Whether you are attending committee meetings, taking in technical sessions, networking, or just plain enjoying time with friends, it is my hope that each of you will not only pick up something that will help in your day job, but also that you have some fun as well.

I am honored to share this week with each one of you. Again, I wish to thank you, our members, guests, and the ACI Greater Miami Valley Chapter for making this convention a success. I hope your time in Cincinnati is productive and memorable and that you have the opportunity to experience all that the city has to offer.

Kind regards,

Kenneth C. HoverACI President

ACI President’s Welcome

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October 2011

Dear American Concrete Institute Convention Attendees,

On behalf of the City of Cincinnati, it is my pleasure to welcome you to the 2011 American Concrete Institute Convention. Over 1500 people have traveled from all over the nation to not only network, but also to cooperate and share advancements in concrete technology and discuss concrete industry codes, specifications, and guides.

I am delighted to welcome you to the Queen City and look forward to sharing with you everything our city has to offer. I invite you to experience all that our city has to offer. You can watch a Cincinnati Reds game, experience the Cincinnati Pops Orchestra, or visit our exciting museums or parks. The possibilities are endless.

Once again, I thank you for coming to Cincinnati and wish you a successful convention.ly,r

Sincerely,

Mark Mallory Mayor

Mark Mallory Mayor

Office of the Mayor

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ACI Sustaining Members

ACS Manufacturing Corporation

�

Ash Grove Cement Company

Ashford Formula

Baker Concrete Construction, Inc.

Baker Concrete Construction, Inc.

Barrier-1 Inc.

BASF Corporation

Buzzi Unicem USA

Cantera Concrete Company

CECO Concrete Construction

CHRYSO, Inc.

Commercial Contracting Corporation

Concrete Engineering Specialists

Concrete Reinforcing Steel Institute

CTLGroup

Dayton Superior

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The Euclid Chemical Co.

Fibercon International, Inc.

Francis Harvey & Sons Inc.

Future Tech Consultants

Golden Relief Resources LLC

W.R. Grace & Co.

Headwaters Resources, Inc.

Holcim (US) Inc.

ICS Penetron International Ltd

Keystone Structural Concrete, LLC

Kleinfelder

Lafarge North America

Lehigh Cement Co.

Lithko Contracting, Inc.

Meadow Burke

W. R. Meadows, Inc.

Metromont Corporation

Mintz Levin

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Municipal Testing

Operating Engineers Training Trust

Oztec Industries, Inc.

Portland Cement Association

Precast/Prestressed Concrete Institute

Schmitt Technical Services, Inc.

LM Scofield

Sika Corp.

S.K. Ghosh Associates, Inc.

STRUCTURAL Group

Structural Services, Inc.

Triad Engineering, Inc.

TWC Concrete Services LLC

Urban Concrete Contractors Ltd.

Wacker Neuson

Westroc, Inc.

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Golden Gate Bridge - $20,000+

The Brooklyn Bridge - $10,000+

The George Washington Bridge - $5,000+

Ruttura & Sons Construction Co., Inc.

The Sunshine Skyway Bridge - $2,500+

The New River Gorge Bridge - $1,000+

Bridging the Carolinas

CAROLINAS CHAPTER

Convention SponsorsThe ACI Greater Miami Valley Chapter wishes to thank the following organizations for

their donations to make the ACI Fall 2011 Convention a success.

Sponsors are listed as of 9/23/11.

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The New River Gorge Bridge - $1,000+ (cont.)

ACI Quebec and Eastern Ontario Chapter

ACI South Texas Chapter




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The Roebling Bridge - $500+

ACI Central Texas Chapter

ACI Dakota Chapter

ACI Eastern Pennsylvania and Delaware Chapter




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ACI RC Reece/Northwest Ohio Chapter

ACI San Diego International Chapter

ACI Southern California Chapter

www.gamcoform.com

MS Concrete Industries Association




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ACI Greater Miami Valley Chapter

2011 Board of Directors

PresidentDennis Knose, Baker Concrete Construction, Inc.

Vice PresidentMark Cooper, Sardinia Concrete

Past PresidentRyan Hoerst, Messer Construction

TreasurerTom Dorsey, CMA Supply

SecretaryJohn Davidson, Ohio Concrete

DirectorsDan Dorfmueller, d. p. dorfmueller co. inc.

Rich Gardner, Cera Tech, Inc.Robin Hahn, Advantage GroupJason Huber, THP Limited Inc.

Jay Moore, Ernst ConcreteJason Sander, HC Nutting

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ACI Greater Miami Valley Chapter

Convention Committee

ChairDan Dorfmueller, d. p. dorfmueller co. inc.

Contractors’ DayMike Breetz, HGC Construction Inc.

ExhibitsTom Dorsey, CMA Supply

FundraisingMike Schneider, Baker Concrete Construction, Inc.

Guest Program Bud Ruffing, Hilltop Basic Resources

Debbie DorfmuellerCarol Horst

SecretaryTom Kolber, Woolpert

Social EventsMike Hornback, LeHigh Cement Co.

Student ProgramJim Down, Baker Concrete Construction, Inc.

Technical SessionsGregory Wagner, THP Limited Inc.

TreasurerBud Ruffing, Hilltop Basic Resources

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ACI’s Online Career Center brings together great job opportunities and great candidates.

This job search engine is specifically targeted to the concrete industry.

• Easy online job management• Resume searching access• Company awareness • FREE Student Internships

Don’t miss this unique opportunity to be seen by an exclusive audience of the industry’s best and brightest! Visit www.concrete.org.

ACI’s Career Center

American Concrete Institute®

Advancing concrete knowledge

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ACI REGISTRATION C-BALLROOM FOYERACI staff is available to answer your convention questions at the ACI Registration Desk during the following hours:

Saturday 2:00 pm - 6:00 pm Sunday 7:30 am - 5:00 pmMonday 8:00 am - 5:00 pmTuesday 8:00 am - 5:00 pmWednesday 8:00 am - 12:00 pm

Name BadgesACI uses color-coded name badges to identify attendees. Name badges are as follows:

Member: BlueAttendee: BlackFellow: GreenHonorary Member: RedStaff: OrangeGuest: TanStudent: Green Ribbon

ATTENTION ACI ATTENDEES!First-time convention attendees have a “Convention #1” ribbon on their name badge. Please welcome them to the convention!

SCHEDULE CHANGES ACI REGISTRATIONCancellations, additions, and location changes to the convention schedule will be posted daily on a monitor in the exhibit area at the Duke Energy Convention Center.

The Meeting Schedule, My Schedule, Sessions, and Future Conventions is now available from your mobile phone. Type mobile.concrete.org/convention into your mobile phone’s internet browser and you will find convention information right at your fingertips.

Follow us on Twitter! Don’t miss out on important convention announcements and updates! Follow the ACI Convention on Twitter at #aciconvention for the latest information. To sign up for Twitter, please visit https://twitter.com/signup and follow the instructions.

General InformationC = Duke Energy Convention Center M = Millennium Hotel

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EMERGENCIESIn the event of an emergency, we kindly request that you do NOT dial 9-1-1. Please go to the nearest house phone to contact the operator by dialing “0” or security at extension ”220” at the Millennium Hotel. In the Duke Energy Convention Center, report emergencies to ACI Registration or by calling 513-419-7323 to reach security.

REFRESHMENT BREAKS C-BALLROOM FOYERBeverages are available courtesy of ACI during the following hours:

Saturday Soda: 2:00 pm - 5:00 pmSunday-Tuesday Coffee and pastries: 7:00 am - 10:00 am Lunch concession: 11:00 am - 3:00 pm Soda: 12:00 pm - 3:00 pmWednesday Coffee and pastries: 7:00 am - 10:00 am Lunch concession: 11:00 am - 3:00 pm

TASTE OF CINCINNATI C-BALLROOM FOYERThe ACI Greater Miami Valley Chapter will be hosting a complimentary beer and wine tasting in the C-BALLROOM FOyER on Monday from 4:30 pm to 5:30 pm.

WATER STATIONSIn an attempt to lessen the amount of bottled water thrown away during each convention, ACI has chosen not to provide bottled water to attendees. As a replacement, water stations will be placed throughout the meeting space for you to enjoy.

ALCOHOL POLICYNonalcoholic beer and soft drinks are available at all ACI-sponsored receptions. The legal drinking age in Cincinnati is 21.


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ACI BOOK DRIVE Collection bin located near C-ACI BOOKSTOREMaking Literacy More Concrete!ACI will be conducting a book drive during the ACI Fall 2011 Convention. ACI is asking that each attendee bring a new or gently used book to the convention for children in grades K-12. Book and monetary donations can be made at the DuKE ENERGy CONVENTION CENTER near the ACI bookstore during open exhibit hours.

Donations will be given to the Literacy Network of Greater Cincinnati. Literacy Network of Greater Cincinnati is a nonprofit organization that serves as the contact center for literacy programs in the tri-state area (Ohio, Kentucky, and Indiana). The organization works with a coalition of more than 100 literacy provide agencies and more than 30 schools to improve lives throughout the region. They also provide special classes for adults and children with profound reading difficulties. Help make a difference by donating today!

ACI BOOKSTORE C-BALLROOM FOYERVisit the ACI Bookstore to receive 10% off publications and learn how to win a 2011 Manual of Concrete Practice CD during the following hours:

Saturday 2:00 pm - 6:00 pmSunday-Tuesday 8:00 am - 5:00 pmWednesday 8:00 am - 12:00 pm

ACI CAREER CENTER C-BALLROOM FOYERLooking for a job or an employee? Visit the ACI Bookstore to view ACI’s Online Career Center. This job search engine is specifically targeted to the concrete industry. Job seekers, you’ll have an opportunity to post your résumé and to view, apply for, and save available jobs. Currently there are approximately 100 jobs listed in the ACI Career Center. Employers, you’ll have the opportunity to post job openings, post internships FREE of charge, and target the individuals you want to attract.

MEMBERSHIP INFORMATION ACI Bookstore - C-BALLROOM FOYERTo learn MORE about the new ACI membership benefits and how to become a member, visit the ACI Bookstore.


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CYBER STATIONS & WIRELESS HOT SPOTS C-BALLROOM FOYERStay connected to home and work! Take advantage of the Cyber Stations and FREE wireless hot spots available in the exhibit area during the following hours:

Saturday 2:00 pm - 6:00 pmSunday-Tuesday 8:00 am - 5:00 pmWednesday 8:00 am - 2:00 pm

To access the wireless connection, look for ACI Cybercafe 1, ACI Cybercafe 2, ACI Cybercafe 3, or ACI Cybercafe 4 in your network connections.

MEETING SPOT C-BALLROOM FOYERConvention attendees are encouraged to visit the meeting spot for coffee or lunch and to meet first-time attendees and other convention attendees on Monday and Tuesday, 8:00 am - 8:30 am and 12:00 pm - 1:00 pm. Lunch items will be available for purchase from 11:00 am to 3:00 pm daily.

LOCAL INFORMATION – ACI Greater Miami Valley Chapter C-BALLROOM FOYERACI Greater Miami Valley Chapter members will be happy to answer general convention questions and provide information about the local area. Stop by their information desk during the following hours:

Saturday 2:00 pm - 6:00 pmSunday-Tuesday 8:00 am - 5:00 pm

RESTAURANTSDUKE ENERGY CONVENTION CENTERACI Concession Stand C-BALLROOM FOYERA concession stand will be set up in C-BALLROOM FOyER Sunday through Tuesday, 11:00 am - 3:00 pm, for lunch. Sandwiches, salads, fruit, and other grab-and-go items will be available for purchase.

Espresso Café Enjoy a refreshing coffee drink, beverage, or light snack from this café that proudly brews Starbuck’s brand coffee. Open Sunday through Wednesday 7:00 am - 3:00 pm. Please note that the café is subject to close earlier, depending on demand.

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RESTAURANTS (cont.)MILLENNIUM HOTELBistro on Elm Restaurant and BarEnjoy American favorites from this Cincinnati restaurant. Good for a casual breakfast, lunch, or dinner. Open weekdays; Breakfast: 6:30 am - 11:00 am (Mon.-Fri.); Lunch: 11:00 am - 2:00 pm (Mon.-Fri.); Dinner: 5:00 pm - 10:00 pm (Sun.-Thur.). Open weekends; Breakfast: 6:30 am - 12:00 pm (Sat.-Sun.); Lunch: 12:00 pm - 2:00 pm (Sat.-Sun.); and Dinner: 5:00 pm - 11:00 pm (Fri.-Sat.).

Bistro on Elm Bar and LoungeStop by the lobby bar for snacks, sandwiches, appetizers, and drinks with colleagues and friends. Open Sunday through Thursday from 11:00 am to 10:00 pm and Friday - Saturday from 11:00 am to 11:00 pm.

Room ServiceRoom service is available at the Millennium Hotel daily from 6:30 am to 11:00 pm.

TRANSPORTATIONAirport ShuttleCincinnati Specialty Tours offers transfer service 7 days a week, 24 hours a day to and from the Cincinnati/Northern Kentucky International Airport to downtown Cincinnati for $27.50 u.S. per person round trip (if advance reservations are made by October 1); $30 round trip after 10/1/11. Service is also available to/from Dayton International Airport for $135 for 1-4 people. Advance reservations are required. To purchase your shuttle ticket in advance, please call Cincinnati Specialty Tours at (513) 300-1222.

TaxisTaxi cabs are available outside the Millennium Hotel. The rate for a taxi to the airport is approximately $27 one way.

PHOTOGRAPHS/VIDEOACI will take photographs and video during the ACI Fall 2011 Convention and reproducing them in ACI educational, news, or promotional material—whether in print, electronic, or other media—including the ACI Web site. By participating in the ACI Fall 2011 Convention,you grant ACI the right to use your name, photograph, and biography for such purposes. Please Note: Photography, audio, and videotaping a presention or speaker is prohibited without the speakers’ prior written consent.

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SESSION ATTENDANCE TRACKING FORMThe Session Attendance Tracking Form found after page 174 can be submitted to state boards that allow self-reporting of Continuing Education activities as evidence of participation. In most cases, one contact hour is equal to one Professional Development Hour (PDH). Check with your state board for acceptance criteria.

SESSION HANDOUTS ON DEMANDHandouts are available from speakers who have elected to provide and post them to the ACI Web site. Stop by the Cyber Café or go to www.aciconvention.org/handouts to download or print a copy of the handouts for the sessions you plan to attend. If you do not find a handout for a particular session, please contact the speaker for more information.

SPEAKER READY ROOM C-210The Speaker Ready Room is available to moderators, speakers, and committee Chairs during the following hours:

Saturday 2:00 pm - 6:00 pmSunday 7:00 am - 7:00 pmMonday & Tuesday 7:00 am - 6:00 pmWednesday 7:00 am - 3:00 pm

All speakers are requested to check in at the Speaker Ready Room 1 day prior to their session to ensure that:• ACIhasdownloadedtheirpresentationonthenetworkinthe

session rooms; and • Speakers’sessionhandoutsaredownloadedontotheACI

Web site.

ACI SPRING 2012 CONVENTION C-BALLROOM FOYERMark your calendars for the ACI Spring 2012 Convention in Dallas, TX, March 18-22, 2012, at the Hyatt Regency Dallas.

Stop by the ACI Dallas Chapter Desk Saturday through Tuesday to learn more about the convention and Dallas.

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Tours and Guest EventsC = Duke Energy Convention Center M = Millennium Hotel

Tour tickets may be purchased until 24 hours prior to the event, based on availability.

All tours will depart from the Millennium Hotel Main Lobby.

= Separate fee required = Registered guest event only

Sunday - WednesdayGuest Hospitality Continental Breakfast 7:00 am - 10:00 am M-CROSSROADS Guest Lounge 10:00 am - 5:00 pm M-CARDINAL Use the ticket behind your name badge to gain entry to Guest Hospitality. you must be a registered guest to attend.

Sunday, October 16, 2011Guest Overview M-CROSSROADS 8:00 am - 9:00 amAcquaint yourself with the week ahead! you’ll also get a preview of the guest programs for the Spring 2012 Convention in Dallas, TX, and the Fall 2012 Convention in Toronto, Ontario, Canada and changes to the convention being made beginning spring 2013.

Queen City Tour$95.009:00 am - 1:00 pmDuring the first 40 years after its founding, Cincinnati experienced spectacular growth; and by 1820, citizens were referring to it as “The Queen City.” This tour will give attendees a historical and iconic look of the city of Cincinnati. Stops will be made at Fountain Square, Great American Ball Park, Paul Brown Stadium, and the very unique City Hall. Then you’re off to the Cincinnati Museum Center at union Terminal, the historic Findlay Market, and the famous Krohn Conservatory. Plenty more stops will be made on this tour, including a stop at the Cincinnati Art Museum for a special lunch.

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Monday, October 17, 2011Jeremiah Morrow Bridge Technical Tour$68.007:00 am - 11:45 amOn this tour you will head to Warren County, Ohio, for a technical tour of the Jeremiah Morrow Bridge replacement. The existing bridge carries I-71 over the Little Miami River and consists of twin structures constructed of cantilever steel deck trusses. Built in 1964, it is the tallest bridge in Ohio, standing 240 ft high, and it is also one of the longest at 2230 ft. The bridge is currently undergoing a complete reconstruction, with the existing twin steel bridges being replaced with twin cast-in-place concrete segmental box structures using the balanced cantilever method of construction. This tour will give you an inside look at the construction of the replacement structures that cross a National Scenic River and Valley.

Northern Kentucky Tour$60.009:00 am - 1:00 pm Make your way across the Ohio River to explore Covington, Kentucky. Stops will be made at many recognizable and historic locations in Covington, including Cathedral Basilica; the World Peace Bell; historic Millionaires Row; and Newport on the Levee, a popular tourist attraction featuring multiple restaurants, live bands, an aquarium, and an array of shops. Guests will have the opportunity to eat lunch at their leisure at one of the many restaurants at Newport on the Levee.

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Monday, October 17, 2011 (cont.)Walking Tour of Paul Brown StadiumFREE2:30 pm - 5:00 pmA presentation of the stadium construction will be given, followed by a walk on the field and tour of the facility. Pass a football and take some photos. This tour is open to the first 100 individuals who preregister. Paul Brown Stadium is walking distance from the Duke Energy Convention Center. Comfortable shoes are recommended.

Guest Social M-BRONZE A 3:30 pm - 5:00 pmPlease join Mrs. Hover for light refreshments. This is a wonderful opportunity to get to know other registered guests and enjoy a refreshing break! A guest name badge is required to attend this event.

Riverboat Cruise and Dinner on the Ohio River$110.00 U.S. per person5:45 pm - 10:00 pmTake in the sights and sounds along the Ohio River with friends, colleagues, and other convention attendees on a dinner riverboat cruise. This will be an evening of great food, music, and fun that you won’t want to miss. Transportation will be provided from the Millennium Hotel to the boat dock. Buses will begin boarding at 5:45 pm.

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Tuesday, October 18, 2011 Lebanon Tour$96.00 U.S. per person 9:00 am - 3:30 pmTravel 45 minutes north of Cincinnati to Lebanon, Ohio, which has recently become one of Ohio’s top tourist destinations. you will dine at the famous Golden Lamb Restaurant and visit quaint shops. Then you’ll visit the historic Glendower Mansion, located on a hill overlooking downtown Lebanon—one of the finest examples of residential Greek revival architecture found in Ohio. Finally, you’ll visit the Premium Outlets, which offer you an afternoon of exciting bargains from 100 designer and specialty shops.

Wednesday, October 19, 2011

Taft Museum and Taft Home Tour$95.009:00 am - 1:00 pmTour the home of William Howard Taft, the 27th President of the united States, where he was born and lived for 27 years. Built in the 1800s, this historic home was considered one of the most elegant and exquisite homes in Cincinnati. Following this tour, you will be taken on a tour to the Rookwood Pottery Restaurant, home of the original Rookwood Pottery Kilns. The kilns are still in the restaurant and used in a very unique way. you will then be treated to lunch at the restaurant. After lunch, you’ll make your way to the Taft Museum of Art, originally the home of President Taft’s half-brother Charles Taft and his wife Anna, both avid art collectors and artists. In 1927, Anna and Charles gave their collection of 690 works of art to the city of Cincinnati. Following their death, the museum was established in their honor.

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Wright-Patterson Air Force Base Tour$85.009:00 am - 3:00 pmTravel to Dayton, Ohio (approximately 60 minutes north), the home of aviation that boasts the famous Wright Brothers, who are credited with the invention of the airplane as we know it in America today. There you will see everything from aircrafts to missiles, including a stealth bomber and a presidential aircraft. you will see space shuttle aircrafts, missiles, and a great deal more. This historic landmark location is home of the Wright-Patterson Air Force Base and the origins of flying in America. Guests may enjoy lunch at their leisure in the museum. Comfortable shoes are recommended.

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Where’s That Meeting Room?C-200 2nd FloorC-201 2nd FloorC-202 2nd FloorC-203 2nd FloorC-204 2nd FloorC-205 2nd FloorC-206 2nd FloorC-207 2nd FloorC-210 2nd FloorC-211 2nd FloorC-212 2nd FloorC-230 2nd FloorC-231 2nd FloorC-232 2nd FloorC-233 2nd FloorC-234 2nd FloorC-235 2nd FloorC-236 2nd FloorC-237 2nd FloorC-238 2nd FloorC-250 2nd FloorC-251 2nd FloorC-252 2nd FloorC-260 2nd FloorC-261 2nd FloorC-262 2nd FloorC-263 2nd FloorC-264 2nd FloorC-BALLROOM FOyER 3rd FloorC-GRAND A 3rd FloorC-JuNIOR A 3rd FloorC-JuNIOR B 3rd FloorC-JuNIOR C 3rd FloorC-JuNIOR D 3rd Floor

M-456 CONFERENCE ROOM 4th FloorM-464 BOARD ROOM 4th FloorM-ATRIuM 2nd FloorM-BRONZE A 2nd FloorM-BRONZE B 2nd FloorM-CABANA A 4th FloorM-CABANA B 4th FloorM-CARDINAL 4th FloorM-COLONNADE A 2nd FloorM-COLONNADE B 2nd FloorM-COuNCIL 4th FloorM-PAVILION A 2nd FloorM-PAVILION B 2nd FloorM-PORTICO 4th FloorM-SALMON BOARD ROOM 4th FloorM-STATESMAN 4th Floor

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ExhibitorsExhibitor Listing as of 9/23/11

Exhibits C- BALLROOM FOYERThe ACI Greater Miami Valley Chapter and the American Concrete Institute wish to thank all exhibitors for their participation in and support of the ACI Fall 2011 Convention.

Exhibit HoursSunday 8:00 am - 5:00 pmMonday 8:00 am - 5:00 pmTuesday 8:00 am - 5:00 pm

Airplaco Equipment Booth #37Based in Cincinnati, Airplaco is a manufacturer of shotcrete, gunite, grouting, and masonry equipment. For more information, go to www.airplaco.com.

American Engineering Testing, Inc. Booth #32American Engineering Testing, Inc. (AET) is a consulting engineering company offering geotechnical, environmental, and construction materials and forensic services. AET is an employee-owned corporation that provides national services from offices throughout the upper Midwest, Florida, Idaho, and Louisiana. Typical services include geotechnical exploration and engineering, construction materials, and concrete and masonry services. The booth will feature AET’s concrete services including, but not limited to, monitoring concrete placement, documenting plastic concrete properties, casting specified test specimens, strength testing, performance testing, locating embedded reinforcing steel, chloride-ion concentration, and mixture designs. For additional information, visit www.amengtest.com.

Baker Concrete Construction, Inc. Booths #34 & 35Baker Concrete Construction, Inc. is one of the nation’s leading concrete construction firms, specializing in all types of cast-in-place concrete construction. Through 40 years of construction experience, Baker is qualified to handle any concrete construction project from commercial office buildings to heavy industrial power plants, including forming, reinforcing, placing, and finishing of foundations, slabs, structures, or virtually any other concrete structure. Baker operates throughout the United States and the Caribbean with a commitment to developing concrete solutions from preconstruction through completion. To learn more about Baker Concrete Construction, Inc., go to www.bakerconcrete.com.

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BASF Construction Chemicals, LLC Booth #17BASF’s Construction Chemicals division is the worldwide supplier of chemical systems and formulations for the construction industry. The North American Construction Chemicals Division of BASF is comprised of four business lines that offer products and solutions primarily for commercial, residential, industrial, and infrastructure construction, improving durability, water resistance, energy efficiency, safety, and aesthetics. BASF’s innovative products and solutions help make products better. Contact BASF Construction Chemicals at (800) 628-9990 or visit www.masterbuilders.com.

Burgess Pigment Company Booth #13Burgess produces OPTIPOZZ highly reactive metakaolin, a white supplementary cementitious material that contributes to strength development and durability in concrete. The use of a small percentage of OPTIPOZZ in a mixture design will decrease ingress of harmful chemicals, improve finishability, reduce efflorescence, mitigate ASR, and assist in shrinkage resistance. For additional information, visit www.burgesspigment.com.

CEMEx Booths #22 and 23 As a growing global building-solutions company, CEMEX produces, distributes, and markets cement, ready mixed concrete, aggregates, and related building materials in more than 50 countries. CEMEX works to provide products of consistently high quality and reliable service to customers and communities around the world. CEMEX advances the well-being of those they serve through their unwavering focus on continuous improvement and their efforts to promote a sustainable future. For more information, visit www.cemex.com.

Contractors Materials Company Booth #31Contractors Materials Company is a 104-year-old, fourth-generation family business located in Cincinnati, Ohio. Contractors Materials Company’s purpose in attending this convention is to showcase the uses of stainless steel reinforcing bar. Stainless steel reinforcing bar, from its surface to its core, provides a long-term alternative corrosion-resistant concrete reinforcing steel. To learn more about Contractors Materials Company, please go to www.cmcmmi.com.

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CTL Engineering, Inc. Booth #24CTL Engineering, Inc. is a regional consulting engineering firm based in Columbus, OH. Significant Ohio projects include the Jeremiah Morrow Bridge and four Ohio River crossing bridges. CTL designed the well-received CTL Concrete Reporting Program, which incorporates e-mail delivery and an Internet Web site for password-protected access to concrete test reports, including the ODOT QC/QA Table 9 and Pay Factor Reports and the ACI STAT2 Report for tracing ACI statistics. For more information, go to www.ctleng.org.

The Euclid Chemical Co. Booth #8The Euclid Chemical Co., founded in 1910, is a worldwide supplier of quality products and services for the concrete and masonry industry. Euclid offers a full line of admixtures and repair and maintenance products based on the latest technology. Euclid provides on-site service for guidance on proper product use and complete specification assistance and laboratory support. To learn more about The Euclid Chemical Co., visit www.euclidchemical.com.

FORNEY LP Booth #38FORNEy is a manufacturer of material testing equipment and lab supplies for testing concrete, aggregate, asphalt, and soils. For more information about FORNEy, please visit www.forneyonline.com.

GAMCO Concrete Forms Booth #28GAMCO Concrete Forms and accessories is an innovative custom manufacturer of concrete forming systems and accessories, including the dropshore deck and slab system, parking garage beam system, column forms, shear wall brackets, post shores, bridge overhang bracket, barrier and parapet wall forms, and bridge deck adjustable joist hanger. GAMCO has been building profits for contractors since 1977. For more information, go to www.gamcoform.com.

Gerdau – Knoxville ZBAR Booth #15ZBAR by Gerdau is a high-performance reinforcing steel product that is ideal for harsh environments susceptible to corrosion, such as marine applications or where deicing salts are used. ZBAR offers performance comparable to stainless for an estimated 100-year maintenance-free life and has been used by commercial builders, departments of transportation, and the military. For more information, go to www.specifyzbar.com.

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Germann Instruments, Inc. Booths #18 & 19 Germann Instruments, Inc., is the leader in nondestructive testing (NDT) of concrete structures. Their cutting-edge, innovative product line includes advanced NDT equipment for concrete testing. For structural integrity, they provide impact-echo, mash, and MIRA/Eyecon 3-D shear wave systems. For durability, they provide service life, rheometer, PROOVEit, chloride, and profile. For freezing and thawing, they provide the EVA Analyzer and RapidAir. For fast-track construction, they produce the LOK-TEST and Coma-Meter. For corrosion surveys, they provide GalvaPulse and RapiCor. Germann also produces the Bond-Test and CorroEye for repair quality. Visit www.germann.org for additional information.

Goettle, Inc. Booth #29Goettle, Inc. is a design/build geotechnical conctractor specializing in deep foundation elements, earth retention systems, and marine structures. Goettle has been providing design/build solutions since 1956. For more information, go to www.goettle.com.

Grace Construction Products Booth #12Headquartered in Cambridge, MA, Grace Construction Products is a worldwide leading manufacturer of concrete admixtures and fibers; liquid pigments for colored concrete; cement processing additives; concrete masonry products; air and vapor barriers; roofing underlayments; self-adhered window, door, and deck flashings; structural waterproofing systems; and fire protection products. Visit www.graceconstruction.com for additional information.

Geophysical Survey Systems, Inc. (GSSI) Booth #6Geophysical Survey Systems, Inc. (GSSI) is a world leader in the development and manufacture of commercial ground-penetrating radar (GPR) systems and electromagnetic induction instruments (EM). The success of GSSI’s data acquisition products results from having the most versatile GPR systems on the market today. For more information, go to www.geophysical.com. GSSI will present the latest advances in ground-penetrating radar on Tuesday, October 18, at 11:15 am.

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Insulation Solutions, Inc. Booth #25Insulation Solutions, Inc. manufactures cutting-edge insulation, high-performance vapor barriers, waterproofing products, and building products and accessories for a variety of industries. The design and ingenuity of these products reflects the mission of Insulation Solutions, Inc. to change everyday building challenges into practical solutions using science, research, and technology. Check out the Viper Vapor® barriers! To learn more about Insulation Solutions, Inc., go to www.insulationsolutions.com.

MEvA Booth #20MEVA is widely recognized and acclaimed as a leading international provider of innovative formwork solutions. Family-owned and managed, the company was founded in 1970 and today serves contractors all over the world from approximately 40 locations. MEVA is a leader in quality and technology, engineering, and services. MEVA expertise handles concrete works of any type, size, and challenge. For more information, go to www.mevaformwork.com.

PERI Formwork Systems, Inc. Booth #7PERI is one of the world’s largest manufacturers and suppliers of formwork, shoring, and scaffolding systems. In addition to its innovative products, PERI offers engineering, planning, special software, rental services, and logistics support. For more information, please visit www.peri-usa.com.

Proceq USA, Inc. Booth #14Proceq USA, Inc., a global leader in portable nondestructive testing (NDT) instruments for concrete structures, will be displaying their latest innovations in NDT instruments. These include the new Resipod concrete surface resistivity meter and the new portable handheld Handy Search ground-penetrating radar (GPR). Other instruments on display will include our range of reinforcing bar detection equipment, ultrasonic testing instruments, corrosion analysis instruments, pulloff adhesion testing equipment, and uniformity/strength evaluations of structures with our complete range of Original Schmidt concrete test hammers. For more information, go to www.proceq.com.

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Resource International, Inc. Booth #26Resource International, Inc. (Rii) is a broad-based, multi-disciplined professional engineering consulting firm specializing in construction management, information technology and planning, and design of building and infrastructure projects with values in excess of $1 billion annually. Rii was chartered as an Ohio corporation in 1941 and has been operating as a female-owned business since 1973. For more information, visit www.resourceinternational.com.

RMD Kwikform Booth #21RMD Kwikform is a specialist in concrete formwork, shoring, and providing unique engineering solutions. Their exhibit will consist of picture, video, literature, and product displays. For more information, go to www.rmdkwikform.com.

Roadware, Inc. Booth #4 Roadware, Inc. manufactures and markets high-performance concrete repair materials using the latest developments in polymer technology to build products that are both easy to use and exceed the highest performance standards. Roadware Concrete Repair Products are used by thousands of businesses (large and small) to repair cracks and spalls within their facilities. If your industry is anything from automotive manufacturing, grocery distribution, and fabrication to mega-retailer, Roadware, Inc. products can keep your industrial floors in top repair with no downtime. Also known as Concrete Mender™, or Road Mender™, Roadware Concrete Repair Products are ready to solve difficult concrete restoration problems. For more information, visit www.concretemender.com.

SAS Stressteel, Inc. Booth #1SAS Stressteel, Inc. provides innovative products and solutions for the construction industry. SAS hot-rolled thread bar sizes from No. 6 to No. 24 in Grades 80 and 97 and 150/160 ksi are used in a wide range of applications from rock and soil anchors to multi-bar caissons and ultra-high-strength reinforcing bars for concrete structures. For more information, go to www.stressteel.com.

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Sensors & Software Inc. Booth #33Sensors & Software Inc. is recognized worldwide as a leading manufacturer of ground-penetrating radar. Conquest™ delivers fast, real-time imaging to evaluate, drill, or cut structures on site; locate reinforcing bar, conduits, post-tension cables, reinforcing wire mesh; and transfer data to a PC. The PCD feature enables delineation of current-carrying power cables. For more information, go to www.sensoft.ca. Attend Sensors & Software’s presentation on Capabilities of Conquest Ground Penetrating Radar Systems, Tuesday, October 18, at 10:30 am.

Silica Fume Association Booth #11The Silica Fume Association provides high-performance concrete information to the construction industry, a valuable material for today’s sustainable concrete mixtures. Silica fume is a valuable waste material used in today’s sustainable concrete mixtures. Learn more about silica fume concrete and the Silica Fume Association by going to www.silicafume.org.

SIMCO Technologies, Inc. Booth #30SIMCO Technologies, Inc., offers integrated solutions for the optimum design and maintenance of concrete infrastructure. STADIUM®, its leading-edge service-life predictive software, reliably predicts concrete degradation kinetics and time to initiate reinforcing steel corrosion. SIMCO Technologies solutions serve all the vested parties in developing safe, sustainable, and cost-effective concrete structures. For more information, visit www.simcotechnologies.com. Watch a live demonstration of STADIUM®, Monday, October 17, at 11:15 am or Tuesday, October 18, at 9:45 am.

STRUCTURAL Group Booth #16STRUCTURAL Group collaborates with clients to improve and extend the life of infrastructure by combining award-winning specialty construction, repair, and maintenance services with proprietary technologies to provide solutions for demanding engineering and construction challenges. Technology focus areas at ACI’s Fall Convention include corrosion, strengthening, and moisture solutions. For more information, go to www.structural.net.

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Superior Gunite Booth #5Superior Gunite, an industry leader in pneumatically placed structural concrete, has been setting the standard in the technology and application of cast-in-place concrete and shotcrete for over 50 years. Superior has built its reputation on alternative, creative, and cost-effective building solutions. Whether called upon to build the infrastructure for essential transportation or water management systems; critical institutional resources such as hospitals and universities; or other major civic, industrial, or commercial projects, Superior’s expertise and innovative methods have been put to the test building the vital infrastructure of the communities we serve. Superior Gunite is a national company that can place its expert teams and equipment anywhere in the continental U.S. and Hawaii. For more information, go to www.shotcrete.com.

Tekla Booth #27Tekla provides a building information modeling (BIM) software environment that can be shared by contractors, structural engineers, steel detailers and fabricators, and concrete detailers and manufacturers. The highly detailed, as-built 3-D models created, combined, and distributed with Tekla software enable the highest level of constructability and production control. Centralizing building information into the model allows for more collaborative and integrated project management and delivery. This translates into increased productivity and elimination of waste, thus making construction and buildings more sustainable. For more information, please visit www.tekla.com/us.

Terracon Consultants, Inc. Booth #36Construction Materials Engineering, Consulting, and Testing will display various testing equipment, including ND and petrography, photographs, and technical manuals. For more information, go to www.terracon.com.

Tourney Consulting Group, LLC Booth #39Tourney Consulting Group, LLC (TCG) is a consulting and laboratory company that focuses on durability and cost-effective service life solutions for concrete structures. TCG conducts service life engineering on new and existing structures. TCG’s laboratory is AASHTO-approved, Army Corp.-validated, STADIUM-certified, and CCRL-compliant. For more information, go to www.tourneyconsulting.com.

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vector Corrosion Technologies Booth #3Vector Corrosion Technologies offers a portfolio of solutions for concrete corrosion repair and protection. Innovative solutions include electrochemical chloride extraction, cathodic protection, and an array of galvanic protection systems, including embedded galvanic anodes, galvanic jackets, and activated arc-spray zinc metalizing. Vector also provides evaluation, repair, and mitigation services for post-tension corrosion and temperature-resistant composite strengthening systems. Contact Vector at (813) 830-7566 or visit www.vector-corrosion.com.

Ytterberg Scientific Inc. Booth #2For nearly 100 years, the name ytterberg has been directly associated with leading products, processes, and service in the concrete flooring industry. ytterberg’s customers are always looking for ways to save time and money. The FloorPro® with TruFlat® software allows you to do both. ytterberg has developed revolutionary tolerance instruments that have become world-famous and ensure that you effectively supply the best reports on the market today. Stop by ytterberg’s booth to see the instruments and how they work! For more information, please visit www.flatfloors.com.

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DemonstrationsC-BALLROOM FOYER

Monday, October 17, 2011

SIMCO Technologies, Inc. 11:15 amStadium Service Life Modeling: A live demonstration of the applications of STADIUM® Service Life Modeling for new and existing structures in the selection of concrete mixtures, maintenance scenarios, and quality assurance.

Tuesday, October 18, 2011

SIMCO Technologies, Inc. 9:45 amConcrete characterization for service life with STADIUM® Lab: A presentation of the STADIUM® Lab methodology for the characterization of concrete mixtures for use in STADIUM® Service Life modeling and quality control.

Sensors & Software, Inc. 10:30 amCapabilities of conquest ground-penetrating radar (GPR) systems.

GSSI 11:15 amGSSI will present the latest advancements in ground-penetrating radar as it relates to the nondestructive testing in today’s infrastructure. Specific topics will include the next-generation high-performance multi-channel radar control unit.

Additional demonstrations may be added following

the printing of the convention program book.

Please see an updated schedule in the demo area.

Millennium Hotel Floor Plans

2nd Floor

Millennium Hotel Floor Plans

4th Floor

Duke Energy Convention Center Floor Plans

2nd Floor

To Rooms 230-264

To R

oom

s 20

0-21

2

Duke Energy Convention Center Floor Plans

3rd Floor & Exhibit Area

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Daily ProgramAll schedule and location changes will be posted daily in C-BALLROOM FOYER.

= Separate fee required «= Guest-only event TG = Task Group

C = Duke Energy Convention Center M = Millennium Hotel

Friday, October 14, 20116:30 pm - 9:00 pmTAC Technical Activities M1 M-COLONNADE B

Saturday, October 15, 20117:00 am - 6:00 pmTAC Technical Activities M2 M-COLONNADE B

9:00 am - 6:00 pm347 Formwork M1 M-PAVILION B

10:00 am - 12:00 pm562-D Eval, Repair & Rehab - Structural Repair Design M1 M-COLONNADE A

1:00 pm - 4:00 pm562-D Eval, Repair & Rehab - Structural Repair Design M2 M-COLONNADE A

1:00 pm - 5:00 pm Session ACI Concrete Sustainability Forum IV C-JUNIOR B

1:00 pm - 5:00 pmEAC Educational Activities M1 C-202 1:00 pm - 6:00 pm562-F Eval, Repair & Rehab - General M-ATRIUM

2:00 pm - 5:00 pm Afternoon Break C-BALLROOM FOYER

2:00 pm - 6:00 pm ACI Registration & Bookstore C-BALLROOM FOYER

2:00 pm - 6:00 pm Speaker Ready Room C-210

3:00 pm - 5:00 pm376 RLG Containment Structures M1 C-204

4:00 pm - 6:00 pm562-A Eval, Repair & Rehab - Life Safety C-203562-C Eval, Repair & Rehab - Structural Analysis M1 M-COLONNADE A

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Saturday, October 15, 2011 (cont.)6:00 pm - 9:00 pm562-E Eval, Repair and Rehab - Durability Qlty Assurance M-PAVILION B

7:00 pm - 9:00 pm347-A Formwork Specification M-COLONNADE A562-C Eval, Repair & Rehab - Structural Analysis M2 M-ATRIUM

Sunday, October 16, 20117:00 am - 8:30 am301-SC Spec - Steering Committee C-230408-A Mech Splices M-SALMON BOARD ROOM

7:00 am - 10:00 am «Guest Hospitality M-CROSSROADS Coffee Break C-BALLROOM FOYER 7:00 am - 2:00 pmTAC Technical Activities M3 C-236

7:00 am - 7:00 pm Speaker Ready Room C-210

7:30 am - 5:00 pm ACI Registration C-BALLROOM FOYER

8:00 am - 9:00 am Convention #1 Breakfast C-233 «Guest Overview M-CROSSROADS

8:00 am - 9:30 am341-B Equake Res Brdgs - Pier Walls C-252 8:00 am - 10:00 amE706 Repair Application Procedures C-261S801 Student Activities C-201 8:00 am - 10:30 amCLC Construction Liaison C-202

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Sunday, October 16, 2011 (cont.)8:00 am - 11:00 amTACRG1 TAC - Review Group 1 C-234TACRG2 TAC - Review Group 2 C-235TACRG3 TAC - Review Group 3 C-237445-B Shear & Torsn - Seismic Shear M-ATRIUM

8:00 am - 12:00 pm562-B Eval, Repair & Rehab - Loads C-260

8:00 am - 5:00 pm ACI Bookstore & Exhibits C-BALLROOM FOYER 8:30 am - 10:00 am342 Bridge Evaluation C-203 8:30 am - 10:30 am549-A Glass Fiber-Reinforced Concrete - Spray Up C-262

8:30 am - 11:30 amMEMC Membership C-230314 Simplified Design Buildings M-COLONNADE B315-B Detailing - Constructibility C-207350-C Env Str - Reinf & Devel M-464 BOARD ROOM408 Development and Splicing C-264440-H FRP - Reinforced Concrete C-200

8:30 am - 12:00 pm301 Specifications M1 C-204 8:30 am - 12:30 pm347 Formwork M2 C-205

9:00 am - 11:00 am506-A Shotcreting - Evaluation C-250

9:00 am - 12:00 pm551 Tilt Up M-PORTICO

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Sunday, October 16, 2011 (cont.)9:00 am - 1:00 pm Queen City Tour DEPART MILLENNIUM 9:00 am - 5:00 pm376 RLG Containment Structures M2 C-263

9:30 am - 11:00 am341-A Equake Res Brdgs - Columns C-252

10:00 am - 11:30 amE701 Materials for Concrete Construction C-231

10:00 am - 12:00 pmIC-Part International Partnerships & Publications C-203546-C Repair - Guide M-PAVILION B

10:00 am - 12:30 pm228 Nondestructive Testing C-232 10:00 am - 1:00 pm421 Reinf Slabs C-201

10:00 am - 5:00 pm «Guest Lounge M-CARDINAL

10:30 am - 12:30 pm549 Thin Reinforced C-262 10:30 am - 1:30 pm445-A Shear & Torsn - Strut & Tie C-202

11:00 am - 12:00 pm343-A Design C-234

11:00 am - 12:30 pm341-D Perf Based Seismic Design C-251

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Sunday, October 16, 2011 (cont.)11:00 am - 1:00 pmC640 Craftsman Cert C-252506-G Qualifications for Projects C-235

11:00 am - 3:00 pm Lunch Concession C-BALLROOM FOYER

11:00 am - 5:00 pm Student Pervious Cylinder Competition and Student Concrete Project Competition Presentation C-BALLROOM FOYER

11:30 am - 1:00 pmHTC Hot Topic M-SALMON BOARD ROOM221 Aggregates C-207335 Composite Hybrid C-230350-SC Env Str - Steering Comm C-237374-TG Protocol for Testing RC Structural Elements M-ATRIUM441-E Columns - Multi Spiral Reinf C-238

12:00 pm - 2:00 pm International Lunch C-233


12:30 pm - 2:00 pm130-F Social Issues M-COLONNADE A445-E Shear & Torsn - SOA Torsion C-260

12:30 pm - 3:30 pm301-H Spec - Tilt Up Constr & Arch Conc C-234 12:30 pm - 4:30 pm301-B Spec - Formwork & Reinforcement C-251

1:00 pm - 2:30 pm369 Seismic - Rehab M1 C-207533 Precast Panels C-230 1:00 pm - 3:00 pm445-C Shear & Torsn - Punching Shear C-235

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Sunday, October 16, 2011 (cont.)1:00 pm - 4:00 pm423-E Prestressed Losses C-203 1:00 pm - 5:00 pm301-C Spec - Placing Consolidating & Curing C-250301-D Spec - Lightweight & Massive Concrete M-SALMON BOARD ROOM301-G Spec - Shrink Comp Conc & Ind Floor Slabs C-238336 Footings M-PAVILION B350-E Env Str - Precast/Prestressed C-262562 Eval, Repair & Rehab C-200

1:30 pm - 3:00 pm341-C Equake Res Brdgs - Retrofit C-231440-D Research Development and Applications C-232 1:30 pm - 3:30 pm345 Bridge Construction M-PAVILION A 1:30 pm - 4:00 pm370 Dynamic & Vibratory Effects C-264 1:30 pm - 5:00 pm355 Anchorage C-201

2:00 pm - 3:00 pm215 Fatigue C-260310-TG1 Curing Decorative Concrete C-237506-B Shotcreting - Fiber Reinforced M-COLONNADE A 2:00 pm - 3:30 pm236-B Material Science - Transport Mechanisms C-261

2:00 pm - 4:00 pm305 Hot Weather C-204

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Sunday, October 16, 2011 (cont.)2:00 pm - 5:00 pm Sessions Andy Scanlon Symposium on Serviceability and Safety of Concrete Structures: From Theory to Practice, Part 1 C-206 Emerging Technologies in Civil Infrastructure Applications C-JUNIOR B

Modeling of FRP Strengthening Techniques in Concrete Infrastructure C-JUNIOR D Recent Development in Bond Splice Tests C-JUNIOR A Understanding the Implications of Green Building Codes and Standards on the Concrete and Masonry Industries C-JUNIOR C 2:00 pm - 5:00 pmRCC Responsibility C-252315 Detailing C-202352 Joints C-236

2:30 pm - 5:00 pm224 Cracking M-COLONNADE B

3:00 pm - 4:30 pm550 Precast Structures M-COLONNADE A

3:00 pm - 5:00 pm121 Quality Assurance C-207301-E Spec - Post-Tensioned Concrete M-464 BOARD ROOM309 Consolidation C-231310 Decorative Concrete C-230341 Earthquake-Resistant Bridges C-232351-C Equipment Foundations - Dynamic Foundations C-237423/445 Adhoc Grp on Shear in Prestress Conc C-235440-L FRP - Durability C-205445-D Shear & Torsion - Database M-PORTICO

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Sunday, October 16, 2011 (cont.)3:30 pm - 5:00 pmIntl-Cert International Certification C-234201-A Durability - Sulfate Attack M-PAVILION A236-D Material Science - Nanotechnology of Concrete M1 C-261439-A Steel Reinforcement - Wire M-ATRIUM

4:00 pm - 5:00 pmS805 Collegiate Concrete Council C-203123 Research C-204

5:15 pm - 6:30 pm Opening Session C-GRAND A

6:30 pm - 7:30 pm Opening Reception C-BALLROOM FOYER

7:30 pm - 10:00 pm Sessions 123 Forum: What is the Current Status of Nanotechnology? C-JUNIOR B Hot Topic Session: The Great East Japan Earthquake: Lessons Learned Since the “Kobe” Earthquake C-JUNIOR C

9:00 pm - 10:30 pm Student and Young Professional Rock Bottom Brewery Networking Event 10 Fountain Square

Monday, October 17, 20116:30 am - 8:15 am Workshop for Technical Committee Chairs C-GRAND A

7:00 am - 8:30 am Speaker Development Breakfast C-262

7:00 - 10:00 am «Guest Hospitality M-CROSSROADS Coffee Break C-BALLROOM FOYER

7:00 am - 11:45 am Jeremiah Morrow Bridge Technical Tour DEPART MILLENNIUM

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Monday, October 17, 2011 (cont.)7:00 am - 6:00 pm Speaker Ready Room C-210

7:15 am - 8:30 amIC-Conf International Conferences C-234

8:00 am - 8:30 am Convention #1 Meeting Spot C-BALLROOM FOYER

8:00 am - 5:00 pm ACI Registration, Bookstore, & Exhibits C-BALLROOM FOYER

8:15 am - 9:00 am343-B Bridge Deck Design C-203 8:15 am - 10:00 am351-B Grtng Fndns - Equip Machnry M-COLONNADE B 8:15 am - 11:00 am237 Self Consolidating Concrete C-205349-C Nuclear Structures - Anchorage C-236548-A Polymers - Overlays M-CABANA B 8:15 am - 12:00 pm374 Seismic Design C-204

8:30 am - 10:00 amS802 Teaching Methods and Educational Materials C-238118 Computers M-PAVILION B122 Energy Efficiency C-235130-A Materials C-232311 Inspection M-SALMON BOARD ROOM318/ ASCE 7 ACI 318/ASCE 7 C-237439 Steel Reinforcement C-212440-E FRP - Prof Education M-PAVILION A524 Plastering C-231544-B FRC - Education C-201 8:30 am - 10:30 amPUBC Publications C-202506-E Shotcreting - Specifications M-CABANA A

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Monday, October 17, 2011 (cont.)8:30 am - 11:00 amC610 Field Technician Cert C-230355-TG Anchorage TG C-207 8:30 am - 11:30 am209 Creep & Shrinkage C-252301-F Spec - Precast Concrete Panels M-456 CONFERENCE ROOM543 Piles C-234546 Repair C-264 8:30 am - 12:00 pm301-A Spec - Gen Req, Definitions, & Tolerances M-COLONNADE A362-A Parking Str - Standard M-464 BOARD ROOM 8:30 am - 12:30 pm423 Prestressed C-263 8:30 am - 1:00 pm302 Floor Construction M-BRONZE B350-B Env Str - Durability C-260 8:30 am - 6:30 pm350-D Env Str - Structural C-251

9:00 am - 11:00 am365 Service Life M1 C-262 9:00 am - 12:00 pm Sessions Andy Scanlon Symposium on Serviceability and Safety of Concrete Structures: From Theory to Practice, Part 2 C-206 Evaluation of Existing Structures Prior to Rehabilitation C-JUNIOR A Fiber-Reinforced Concrete—Smart Materials and Sensors C-JUNIOR D

Structural Health Monitoring Technologies, Part 1 C-JUNIOR C Research in Progress C-JUNIOR B

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Monday, October 17, 2011 (cont.)9:00 am - 1:00 pm Northern Kentucky Tour DEPART MILLENNIUM

9:00 am - 3:30 pm Exhibitor Demonstrations C-BALLROOM FOYER

9:00 am - 5:00 pm376-TG1 RLG Containment Structures - TG M1 C-203

10:00 am - 11:00 am130-B Production/Transport/Construction M-PAVILION A 10:00 am - 11:30 am440-J FRP - Stay-in-Place Forms C-232 10:00 am - 12:00 pmS806 Young Professional Activities M-PAVILION B351-D Design Provisions for Heavy Industrial Equipment and Machinery Concrete Support Structures C-235 10:00 am - 1:00 pm207 Mass Concrete C-212216 Fire Resistance C-237232-A Fly Ash - Use of Nat Pozzolans M-PORTICO318-B Reinforcement & Development M1 C-201318-D Flexure & Axial Loads M1 M-COLONNADE B318-E Shear & Torsion M1 C-231343 Bridge Design C-238


10:30 am - 12:00 pm124 Aesthetics M-SALMON BOARD ROOM 10:30 am - 12:30 pm437 Strength Evaluation C-202506-C Shotcreting - Guide M-CABANA A

11:00 am - 12:00 pm364-TG1 Rehabilitation - Guide M-PAVILION A

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Monday, October 17, 2011 (cont.)11:00 am - 12:30 pm548-C Structural Polymer Design M-CABANA B 11:00 am - 1:00 pm130-E Design/Specifications/Codes/Regulations C-236 11:00 am - 1:30 pm447 Finite Element Analysis C-207


11:30 am - 1:00 pmC601-A Adhesive Anchor Installer C-261201-D Durability - Oversight Committee C-252304 Measuring/Mix/Trans/Placing C-262346 CIP Pipe C-234544-A FRC - Production & Applications C-264 11:30 am - 2:00 pm441 Columns C-232

12:00 pm - 2:00 pm Student Lunch C-GRAND A


12:30 pm - 4:30 pm349-A&B Nuclear Structures - Design & Materials C-202

1:00 pm - 2:00 pm214 Strength Tests M1 C-234

1:00 pm - 2:30 pmC631 Conc Transportation Const Insp M-ATRIUMISO/TC-71 ISO/TC-71 Advisory Cmte C-252350-H Env Str - Editorial M-CABANA A 1:00 pm - 3:00 pmC660 Shotcrete Nozzleman Cert M-456 CONFERENCE ROOM228-A NDT Technician Certification C-235364 Rehabilitation C-204

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Monday, October 17, 2011 (cont.)1:00 pm - 3:30 pm375 Design for Wind Loads C-238 1:00 pm - 4:00 pm225 Hydraulic Cements M-PAVILION B232 Fly Ash & Natural Pozzolans C-236 1:00 pm - 5:00 pm301 Specifications M2 C-201362 Parking Structures C-212

1:30 pm - 3:00 pm440-M FRP - Repair of Masonry Str C-200 1:30 pm - 4:30 pm548-B Polymers - Adhesives M-CABANA B

2:00 pm - 3:30 pm231 Early Age C-263318-S Spanish Translation M-PAVILION A348 Safety C-260544-E FRC - Mechanical Properties C-234 2:00 pm - 4:00 pm365 Service Life M2 M-COLONNADE B 2:00 pm - 5:00 pm Sessions Andy Scanlon Symposium on Serviceability and Safety of Concrete Structures: From Theory to Practice, Part 3 C-206 Concrete Overlays for Pavement Rehabilitation C-JUNIOR D Field Guide to Concrete Repair Application Procedures C-JUNIOR A Structural Health Monitoring Technologies, Part 2 C-JUNIOR C

Technical Session in Honor of Robert Gulyas C-JUNIOR B

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Monday, October 17, 2011 (cont.)2:00 pm - 5:00 pmCAC Chapter Activities C-230MKTC Marketing C-261130 Sustainability M1 C-232212 Chemical Admixtures M-COLONNADE A307 Chimneys M-PORTICO

2:00 pm - 6:00 pm369 Seismic Rehab M2 C-262445 Shear & Torsion C-231 2:00 pm - 6:30 pm360 Slabs on Ground C-205

2:30 pm - 4:30 pm351 Equip Foundations C-252 2:30 pm - 5:00 pm Walking Tour of Paul Brown Stadium DEPART MILLENNIUM

3:00 pm - 4:00 pm506-F Shotcreting - Underground C-235563-I Proprietary Grouts/Concrete M-CABANA A563-M Polymer Concrete/Overlays M-456 CONFERENCE ROOM 3:00 pm - 6:00 pm440-F FRP - Repair Strengthening C-200

3:30 pm - 5:00 pm «Guest Social M-BRONZE A211-P Guide for Selecting Proportions for Pumpable Concrete C-234214 Strength Tests M2 C-207318-L International Liaison C-250446 Fracture Mechanics C-238

3:30 pm - 5:30 pm239 Ultra-High Performance Concrete M-PAVILION A

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Monday, October 17, 2011 (cont.)3:30 pm - 6:30 pm350-J Env Str - Education C-260

4:00 pm - 6:00 pm201-E Salt Weathering/Salt Attack C-235

4:30 pm - 5:30 pm236 Material Science C-204

5:00 pm - 6:00 pm Women in ACI Reception M-CROSSROADS334 Shells C-237 5:00 pm - 6:30 pmE702 Designing Concrete Structures C-238318-TGF TGF Foundation M-CABANA B555 Recycled C-230

5:00 pm - 7:00 pmE703 Concrete Construction Practices C-234

5:45 pm - 10:00 pm Riverboat Cruise and Dinner on the Ohio River DEPART MILLENNIUM

6:00 pm - 7:00 pm Reception in Honor of Andy Scanlon M-COLONNADE B

Tuesday, October 18, 20117:00 am - 8:30 amTRRC TAC Repair & Rehab M-464 BOARD ROOMTTAG Technology Transfer Advisory Group C-251

7:00 am - 10:00 am «Guest Hospitality M-CROSSROADS Coffee Break C-BALLROOM FOYER


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Tuesday, October 18, 2011 (cont.)7:30 am - 9:00 am130-G Education/Certification C-261

8:00 am - 8:30 am Convention #1 Meeting Spot C-BALLROOM FOYER

8:00 am - 9:00 amIJBRC Intl Joints & Bearings Research C-238563-C Excavation/Surface Preparation M-CABANA A563-F Concrete Mixtures M-456 CONFERENCE ROOM563-L Prestressed Concrete M-CABANA B 8:00 am - 9:30 am230 Soil Cement C-260238 Workability of Fresh Concrete M-COLONNADE B 8:00 am - 10:00 am211-C Proportioning - No Slump M-COLONNADE A325-A Pavements - Design C-235444 Experimental Analysis C-234 8:00 am - 11:00 am201 Durability C-200522 Pervious Concrete C-232 8:00 am - 12:00 pmEAC Educational Activities M2 M-PAVILION A 8:00 am - 12:30 pm318-B Reinforcement & Development M2 C-236318-D Flexure & Axial Loads M2 C-230318-E Shear & Torsion M2 C-231318-G Prestressed Precast C-262

8:00 am - 5:00 pm ACI Registration, Bookstore, & Exhibits C-BALLROOM FOYER

53




Tuesday, October 18, 2011 (cont.)8:30 am - 10:00 amC620 Laboratory Tech Cert C-250523-A Cellular - Autoclaved Aerated C-201 8:30 am - 10:30 am357 Offshore & Marine M-PAVILION B560 Design & Constr ICFs C-251 8:30 am - 11:30 am117 Tolerances C-204306 Cold Weather C-252350-G&K Env Str - Tightness Testing/Haz Mat C-237440 Fiber-Reinforced Polymer C-205506 Shotcreting C-263548 Polymers C-264 8:30 am - 3:30 pm350-F Env Str - Seismic C-202

9:00 am - 10:00 am563-G Placing/Curing M-CABANA A563-H Architectural/Precast Concrete M-464 BOARD ROOM563-J Crack Repair M-SALMON BOARD ROOM563-K External Reinforcement M-ATRIUM563-N Protection Systems M-456 CONFERENCE ROOM563-P Corrosion M-CABANA B 9:00 am - 10:30 am332-B Conc Mtrls and Plcmnt C-238332-F Residential Concrete Slabs C-261 9:00 am - 11:30 amIC International Committee C-207

54




Tuesday, October 18, 2011 (cont.)9:00 am - 12:00 pm Sessions ACI 301 - Bridging Codes and Specifications C-JUNIOR C Andy Scanlon Symposium on Serviceability and Safety of Concrete Structures: From Theory to Practice, Part 4 C-206 Bridging Theory and Practice in the Greater Miami Valley C-JUNIOR D Mass Concrete and Thermal Cracking, a Joint ACI-JCI Seminar, Part 1 C-JUNIOR B Recent Development in Reinforced Concrete, Slab Analysis, Design, and Serviceability, Part 1 C-JUNIOR A 9:00 am - 3:30 pm Lebanon Tour DEPART MILLENNIUM Exhibitor Demonstrations C-BALLROOM FOYER

9:00 am - 5:00 pm376-TG1 RLG Containment Structures - TG M2 C-203

10:00 am - 11:00 am130-C Structures in Service C-250

10:00 am - 11:30 amC630 Construction Inspector Cert C-234

10:00 am - 12:00 pm211-A Proportioning - Editorial M-CABANA B

10:00 am - 1:00 pm523 Cellular Concrete M-COLONNADE B


55




Tuesday, October 18, 2011 (cont.)10:30 am - 12:00 pm325-C Pavements - Prestressed and Precast M-PAVILION B332-D & E Residential Concrete D & E C-261515 Protective Systems C-238544-F FRC - Durability C-201

10:30 am - 12:30 pm236-TG4 Modeling and Simulation Methods C-251

11:00 am - 12:30 pm371 Elevated Tanks with Concrete Pedestals M-464 BOARD ROOM 11:00 am - 1:00 pmCRC Concrete Research Council C-250130 Sustainability M2 C-200327 RCC Pavements C-260


11:30 am - 12:30 pm236-TG2 Sustainability Engineered by Material Science C-263 11:30 am - 1:00 pmE707 Specification Education C-234211-E Proportioning - Evaluation M-456 CONFERENCE ROOM213-TG Lightweight - Editorial TG M-CABANA A223-D Shr Compensating - Non Reinforced Concrete or Mortar C-235 11:30 am - 2:00 pm552 Cementitious Grouting C-237 11:30 am - 5:00 pm350-A Env Str - General & Concrete M-ATRIUM

12:00 pm - 2:00 pm Contractors’ Day Lunch C-233


56




Tuesday, October 18, 2011 (cont.)1:00 pm - 2:00 pm223-C Shr Compensating Constr C-235325-D Proportioning for Pavements M-CABANA B 1:00 pm - 3:00 pm201-C Durability - Condition Report M-CABANA A211-I Assessing Aggregate Gradation M-464 BOARD ROOM236-D Material Science - Nanotechnology of Concrete M2 C-234

1:00 pm - 5:00 pm332 Residential Concrete C-232563 Specs for Repair of Struct Conc in Bldgs M-PAVILION A

1:30 pm - 3:00 pm120 History C-261 1:30 pm - 3:30 pm213 Lightweight M-COLONNADE B 1:30 pm - 5:00 pm349 Nuclear Structures C-204 1:30 pm - 6:00 pm318-A General Concrete Constr C-238318-C Serviceability/Safety C-230318-H Seismic Provisions C-250318-R Code Reorganization C-252

2:00 pm - 3:30 pm234 Silica Fume C-237325-E Accelerated Paving M-CABANA B544-C FRC - Testing C-201 2:00 pm - 4:00 pm130-D Rating Systems/Sustainability Tools C-262211-F Proportioning - Submittal M-456 CONFERENCE ROOM

57




Tuesday, October 18, 2011 (cont.)2:00 pm - 5:00 pm Sessions Achieving Sustainability with Prestressed Concrete C-JUNIOR C Contractors’ Day Session: Challenges and Other Endurances for the Concrete Contractor C-JUNIOR D Open Paper Session C-206 Mass Concrete and Thermal Cracking, a Joint ACI-JCI Seminar, Part 2 C-JUNIOR B Recent Development in Reinforced Concrete, Slab Analysis, Design, and Serviceability, Part 2 C-JUNIOR A 2:00 pm - 5:00 pmCPC Certification Programs M-PAVILION B222 Corrosion C-264223 Shrinkage Compensating C-235229 Controlled Low Strength C-231235 Electronic Data Exchange C-260

2:00 pm - 6:00 pm233 Slag Cement C-236

3:00 pm - 4:00 pm236-TG1 Advanced Analysis Techniques for Concrete M-464 BOARD ROOM 3:00 pm - 5:00 pmCC Convention Committee M2 C-207131 BIM C-263211-N Proportioning with Ground Limestone and Material Fillers C-261359-C Working Group on Modernization C-234372 Tanks Wrapped Wire/Strand M-CABANA A

3:30 pm - 5:00 pm363-A High-Strength - Lightweight Concrete M-CABANA B 3:30 pm - 5:30 pm325 Pavements C-202

58




Tuesday, October 18, 2011 (cont.)3:30 pm - 6:00 pm544 Fiber-Reinforced Concrete C-201 3:30 pm - 6:30 pm435 Deflection C-237

4:00 pm - 5:30 pm308/213 Guide on Internal Curing M-COLONNADE B 4:00 pm - 6:00 pm350-L Env Str - Specification M-456 CONFERENCE ROOM

5:00 pm - 6:00 pm Faculty Network Reception M-CROSSROADS349/359 ACI 349 and ACI 359 Joint Committee C-204

6:00 pm - 9:00 pm Concrete Mixer UNION TERMINAL

Wednesday, October 19, 2011

7:00 am - 9:00 amSYPAC Student & Young Professional Activities C-251 7:00 am - 10:00 am «Guest Hospitality M-CROSSROADS Coffee Break C-BALLROOM FOYERTCSC TAC Construction Standards Committee C-238


8:00 am - 10:00 am359-A Working Group on Design C-203

8:00 am - 10:30 am308-B Curing - Specifications C-234 8:00 am - 12:00 pm ACI Registration & Bookstore C-BALLROOM FOYER

8:00 am - 5:00 pm350 Environmental Structures C-232

59




Wednesday, October 19, 2011 (cont.)8:00 am - 6:00 pm318 Building Code C-GRAND A

8:30 am - 10:00 amC601-C Masonry Testing Technician C-235 8:30 am - 10:30 am303 Architectural CIP C-261 8:30 am - 11:30 am211 Proportioning C-230330-TG Parking Lots & Paving Sites TG C-237363 High Strength C-231

9:00 am - 10:00 am359-B Materials, Fabrication and Examination C-207 9:00 am - 12:00 pm Sessions CLSM from Practice to Theory C-JUNIOR A

Multi-Type Durability Attack, Part 1 C-JUNIOR B Rapid Nondestructive Testing of Reinforced Concrete Bridge Decks—From Theory to Practice, Part 1 C-JUNIOR C Silica Fume Concrete Field Applications and Performance C-206 9:00 am - 12:00 pmACIFdn ACI Foundation C-260

9:00 am - 1:00 pm Taft Museum and Taft Home Tour DEPART MILLENNIUM

9:00 am - 3:00 pm Wright Patterson Air Force Base Tour DEPART MILLENNIUM 9:00 am - 5:00 pm376-TG1 RLG Containment Structures - TG M3 C-251

60




Wednesday, October 19, 2011 (cont.)10:00 am - 12:30 pmC601-B Concrete Quality Technical Mgr C-235

10:00 am - 5:00 pm «Guest Lounge M-CARDINAL359 Nuclear Reactors C-203

10:30 am - 1:00 pm308-A Curing Guide C-234

10:30 am - 1:30 pm329 Perf Ready Mixed C-204


11:30 am - 1:00 pmC601-D Decorative Concrete Finisher C-261

1:00 pm - 4:00 pm330 Parking Lots & Site Paving C-234

2:00 pm - 5:00 pm Sessions Multi-Type Durability Attack, Part 2 C-JUNIOR B Promoting the Planning, Design, and Construction of Sustainable Infrastructure: The Institute for Sustainable Infrastructure’s envision™ Sustainability Rating System C-206

Rapid Nondestructive Testing of Reinforced Concrete Bridge Decks—From Theory to Practice, Part 2 C-JUNIOR C 2:00 pm - 5:00 pm308 Curing C-231

Thursday, October 20, 20118:00 am - 5:00 pm ACI/PCA 318-11 Building Code Seminar M-STATESMEN

8:30 am - 5:00 pmBOD Board of Direction M-BRONZE A

61

Numerical Committee Meeting Listing


Code Committee Day Time Room Name

ACIFdn ACI Foundation Wed 9:00 am - 12:00 pm

C-260

BOD Board of Direction Thu 8:30 am - 5:00 pm

M-BRONZE A

C601-A Adhesive Anchor Installer

Mon 11:30 am - 1:00 pm

C-261

C601-B Concrete Quality Technical Mgr

Wed 10:00 am - 12:30 pm

C-235

C601-C Masonry Testing Technician

Wed 8:30 am - 10:00 am

C-235

C601-D Decorative Concrete Finisher

Wed 11:30 am - 1:00 pm

C-261

C610 Field Technician Cert Mon 8:30 am - 11:00 am

C-230

C620 Laboratory Tech Cert Tue 8:30 am - 10:00 am

C-250

C630 Construction Inspector Cert

Tue 10:00 am - 11:30 am

C-234

C631 Conc Transportation Const Insp

Mon 1:00 pm - 2:30 pm

M-ATRIUM

C640 Craftsman Cert Sun 11:00 am - 1:00 pm

C-252

C660 Shotcrete Nozzleman Cert

Mon 1:00 pm - 3:00 pm

M-456CONFERENCE ROOM

CAC Chapter Activities Mon 2:00 pm - 5:00 pm

C-230

CC Convention Committee M2

Tue 3:00 pm - 5:00 pm

C-207

CLC Construction Liaison Sun 8:00 am - 10:30 am

C-202

CPC Certification Programs

Tue 2:00 pm - 5:00 pm

M-PAVILION B

CRC Concrete Research Council

Tue 11:00 am - 1:00 pm

C-250

E701 Materials for Concrete Construction

Sun 10:00 am - 11:30 am

C-231

E702 Designing Concrete Structures

Mon 5:00 pm - 6:30 pm

C-238

E703 Concrete Construction Practices

Mon 5:00 pm - 7:00 pm

C-234

E706 Repair Application Procedures

Sun 8:00 am - 10:00 am

C-261

E707 Specification Education

Tue 11:30 am - 1:00 pm

C-234

EAC Educational Activities M1

Sat 1:00 pm - 5:00 pm

C-202

EAC Educational Activities M2

Tue 8:00 am - 12:00 pm

M-PAVILION A

62




HTC Hot Topic Sun 11:30 am - 1:00 pm

M-SALMONBOARD ROOM

IC International Committee

Tue 9:00 am - 11:30 am

C-207

IC-Conf International Conferences

Mon 7:15 am - 8:30 am

C-234

IC-Part International Partnerships & Publications

Sun 10:00 am - 12:00 pm

C-203

IJBRC Intl Joints & Bearings Research

Tue 8:00 am - 9:00 am

C-238

Intl-Cert International Certification

Sun 3:30 pm - 5:00 pm

C-234

ISO/TC-71 ISO/TC-71 Advisory Cmte

Mon 1:00 pm - 2:30 pm

C-252

MEMC Membership Sun 8:30 am - 11:30 am

C-230

MKTC Marketing Mon 2:00 pm - 5:00 pm

C-261

PUBC Publications Mon 8:30 am - 10:30 am

C-202

RCC Responsibility Sun 2:00 pm - 5:00 pm

C-252

SYPAC Student & Young Professional Activities

Wed 7:00 am - 9:00 am

C-251

S801 Student Activities Sun 8:00 am - 10:00 am

C-201

S802 Teaching Methods and Educational Materials

Mon 8:30 am - 10:00 am

C-238

S805 Collegiate Concrete Council

Sun 4:00 pm - 5:00 pm

C-203

S806 Young Professional Activities

Mon 10:00 am - 12:00 pm

M-PAVILION B

TAC Technical Activities M1

Fri 6:30 pm - 9:00 pm

M-COLONNADE B


Sat 7:00 am - 6:00 pm

M-COLONNADE B


Sun 7:00 am - 2:00 pm

C-236

TACRG1 TAC - Review Group 1 Sun 8:00 am - 11:00 am

C-234


C-235


C-237

TCSC TAC Construction Standards Committee

Wed 7:00 am - 10:00 am

C-238

63




TRRC TAC Repair & Rehab Tue 7:00 am - 8:30 am

M-464 BOARD ROOM

TTAG Technology Transfer Advisory Group

Tue 7:00 am - 8:30 am

C-251

117 Tolerances Tue 8:30 am - 11:30 am

C-204

118 Computers Mon 8:30 am - 10:00 am

M-PAVILION B

120 History Tue 1:30 pm - 3:00 pm

C-261

121 Quality Assurance Sun 3:00 pm - 5:00 pm

C-207

122 Energy Efficiency Mon 8:30 am - 10:00 am

C-235

123 Research Sun 4:00 pm - 5:00 pm

C-204

124 Aesthetics Mon 10:30 am- 12:00 pm

M-SALMON BOARD ROOM

130 Sustainability M1 Mon 2:00 pm - 5:00 pm

C-232

130 Sustainability M2 Tue 11:00 am - 1:00 pm

C-200

130-A Materials Mon 8:30 am - 10:00 am

C-232

130-B Production/Transport/Construction

Mon 10:00 am - 11:00 am

M-PAVILION A

130-C Structures in Service Tue 10:00 am - 11:00 am

C-250

130-D Rating Systems/Sustainability Tools

Tue 2:00 pm - 4:00 pm

C-262

130-E Design/Specifications/Codes/Regulations

Mon 11:00 am - 1:00 pm

C-236

130-F Social Issues Sun 12:30 pm - 2:00 pm

M-COLONNADE A

130-G Education/Certification

Tue 7:30 am - 9:00 am

C-261

131 BIM Tue 3:00 pm - 5:00 pm

C-263

201 Durability Tue 8:00 am - 11:00 am

C-200

201-A Durability - Sulfate Attack

Sun 3:30 pm - 5:00 pm

M-PAVILION A

201-C Durability - Condition Report

Tue 1:00 pm - 3:00 pm

M-CABANA A

201-D Durability - Oversight Committee

Mon 11:30 am - 1:00 pm

C-252

201-E Salt Weathering/Salt Attack

Mon 4:00 pm - 6:00 pm

C-235

64




207 Mass Concrete Mon 10:00 am - 1:00 pm

C-212

209 Creep & Shrinkage Mon 8:30 am - 11:30 am

C-252

211 Proportioning Wed 8:30 am - 11:30 am

C-230

211-A Proportioning - Editorial

Tue 10:00 am - 12:00 pm

M-CABANA B

211-C Proportioning - No Slump

Tue 8:00 am - 10:00 am

M-COLONNADE A

211-E Proportioning - Evaluation

Tue 11:30 am - 1:00 pm

M-456CONFERENCE ROOM

211-F Proportioning - Submittal

Tue 2:00 pm - 4:00 pm

M-456 CONFERENCE ROOM

211-I Assessing Aggregate Gradation

Tue 1:00 pm - 3:00 pm

M-464 BOARD ROOM

211-N Proportioning with Ground Limestone and Material Fillers

Tue 3:00 pm - 5:00 pm

C-261

211-P Guide for Selecting Proportions for Pumpable Concrete

Mon 3:30 pm - 5:00 pm

C-234

212 Chemical Admixtures

Mon 2:00 pm - 5:00 pm

M-COLONNADE A

213 Lightweight Tue 1:30 pm - 3:30 pm

M-COLONNADE B

213-TG Lightweight - Editorial TG

Tue 11:30 am - 1:00 pm

M-CABANA A

214 Strength Tests M1 Mon 1:00 pm - 2:00 pm

C-234

214 Strength Tests M2 Mon 3:30 pm - 5:00 pm

C-207

215 Fatigue Sun 2:00 pm - 3:00 pm

C-260

216 Fire Resistance Mon 10:00 am - 1:00 pm

C-237

221 Aggregates Sun 11:30 am - 1:00 pm

C-207

222 Corrosion Tue 2:00 pm - 5:00 pm

C-264

223 Shrinkage Compensating

Tue 2:00 pm - 5:00 pm

C-235

223-C Shr Compensating Constr

Tue 1:00 pm - 2:00 pm

C-235

223-D Shr Compensating - Non Reinforced Concrete or Mortar

Tue 11:30 am - 1:00 pm

C-235

224 Cracking Sun 2:30 pm - 5:00 pm

M-COLONNADE B

65




225 Hydraulic Cements Mon 1:00 pm - 4:00 pm

M-PAVILION B

228 Nondestructive Testing

Sun 10:00 am - 12:30 pm

C-232

228-A NDT Technician Certification

Mon 1:00 pm - 3:00 pm

C-235

229 Controlled Low Strength

Tue 2:00 pm - 5:00 pm

C-231

230 Soil Cement Tue 8:00 am - 9:30 am

C-260

231 Early Age Mon 2:00 pm - 3:30 pm

C-263

232 Fly Ash & Natural Pozzolans

Mon 1:00 pm - 4:00 pm

C-236

232-A Fly Ash - Use of Nat Pozzolans

Mon 10:00 am - 1:00 pm

M-PORTICO

233 Slag Cement Tue 2:00 pm - 6:00 pm

C-236

234 Silica Fume Tue 2:00 pm - 3:30 pm

C-237

235 Electronic Data Exchange

Tue 2:00 pm - 5:00 pm

C-260

236 Material Science Mon 4:30 pm - 5:30 pm

C-204

236-B Material Science - Transport Mechanisms

Sun 2:00 pm - 3:30 pm

C-261

236-D Material Science - Nanotechnology of Concrete M1

Sun 3:30 pm - 5:00 pm

C-261

236-D Material Science - Nanotechnology of Concrete M2

Tue 1:00 pm - 3:00 pm

C-234

236-TG1 Advanced Analysis Techniques for Concrete

Tue 3:00 pm - 4:00 pm

M-464 BOARD ROOM

236-TG2 SustainabilityEngineered by Material Science

Tue 11:30 am - 12:30 pm

C-263

236-TG4 Modeling and Simulation Methods

Tue 10:30 am - 12:30 pm

C-251

237 Self Consolidating Concrete

Mon 8:15 am - 11:00 am

C-205

238 Workability of Fresh Concrete

Tue 8:00 am - 9:30 am

M-COLONNADE B

239 Ultra-High Performance Concrete

Mon 3:30 pm - 5:30 pm

M-PAVILION A

301 Specifications M1 Sun 8:30 am - 12:00 pm

C-204

66




301 Specifications M2 Mon 1:00 pm - 5:00 pm

C-201

301-A Spec - Gen Req, Definitions, & Tolerances

Mon 8:30 am - 12:00 pm

M- COLONNADE A

301-B Spec - Formwork & Reinforcement

Sun 12:30 pm - 4:30 pm

C-251

301-C Spec - Placing Consolidating & Curing

Sun 1:00 pm - 5:00 pm

C-250

301-D Spec - Lightweight & Massive Concrete

Sun 1:00 pm - 5:00 pm

M-SALMONBOARD ROOM

301-E Spec - Post-Tensioned Concrete

Sun 3:00 pm - 5:00 pm

M-464 BOARD ROOM

301-F Spec - Precast Concrete Panels

Mon 8:30 am - 11:30 am

M-456 CONFERENCEROOM

301-G Spec - Shrink Comp Conc & Ind Floor Slabs

Sun 1:00 pm - 5:00 pm

C-238

301-H Spec - Tilt Up Constr & Arch Conc

Sun 12:30 pm - 3:30 pm

C-234

301-SC Spec - Steering Committee

Sun 7:00 am - 8:30 am

C-230

302 Floor Construction Mon 8:30 am - 1:00 pm

M-BRONZE B

303 Architectural CIP Wed 8:30 am - 10:30 am

C-261

304 Measuring/Mix/Trans/Placing

Mon 11:30 am - 1:00 pm

C-262

305 Hot Weather Sun 2:00 pm - 4:00 pm

C-204

306 Cold Weather Tue 8:30 am - 11:30 am

C-252

307 Chimneys Mon 2:00 pm - 5:00 pm

M-PORTICO

308 Curing Wed 2:00 pm - 5:00 pm

C-231

308/213 Guide on Internal Curing

Tue 4:00 pm - 5:30 pm

M-COLONNADE B

308-A Curing - Guide Wed 10:30 am - 1:00 pm

C-234

308-B Curing - Specifications

Wed 8:00 am - -10:30 am

C-234

309 Consolidation Sun 3:00 pm - 5:00 pm

C-231

310 Decorative Concrete Sun 3:00 pm - 5:00 pm -

C-230

310-TG1 Curing Decorative Concrete

Sun 2:00 pm - 3:00 pm

C-237

311 Inspection Mon 8:30 am - 10:00 am

M-SALMON BOARD ROOM

67




314 Simplified Design Buildings

Sun 8:30 am - 11:30 am

M- COLONNADE B

315 Detailing Sun 2:00 pm - 5:00 pm

C-202

315-B Detailing - Constructibility

Sun 8:30 am - 11:30 am

C-207

318 Building Code Wed 8:00 am - 6:00 pm

C-GRAND A

318-A General Concrete Constr

Tue 1:30 pm - 6:00 pm

C-238

318/ASCE 7 ACI 318/ASCE 7 Mon 8:30 am - 10:00 am

C-237

318-B Reinforcement & Development M1

Mon 10:00 am - 1:00 pm

C-201

318-B Reinforcement & Development M2

Tue 8:00 am - 12:30 pm

C-236

318-C Serviceability/Safety Tue 1:30 pm - 6:00 pm

C-230

318-D Flexure & Axial Loads M1

Mon 10:00 am - 1:00 pm

M- COLONNADE B

318-D Flexure & Axial Loads M2

Tue 8:00 am - 12:30 pm

C-230

318-E Shear & Torsion M1 Mon 10:00 am - 1:00 pm

C-231

318-E Shear & Torsion M2 Tue 8:00 am - 12:30 pm

C-231

318-G Prestressed Precast Tue 8:00 am - 12:30 pm

C-262

318-H Seismic Provisions Tue 1:30 pm - 6:00 pm

C-250

318-L International Liaison Mon 3:30 pm - 5:00 pm

C-250

318-R Code Reorganization Tue 1:30 pm - 6:00 pm

C-252

318-S Spanish Translation Mon 2:00 pm - 3:30 pm

M-PAVILION A

318-TGF TGF Foundation Mon 5:00 pm - 6:30 pm

M-CABANA B

325 Pavements Tue 3:30 pm - 5:30 pm

C-202

325-A Pavements - Design Tue 8:00 am - 10:00 am

C-235

325-C Pavements - Prestressed and Precast

Tue 10:30 am - 12:00 pm

M-PAVILION B

325-D Proportioning for Pavements

Tue 1:00 pm - 2:00 pm

M-CABANA B

325-E Accelerated Paving Tue 2:00 pm - 3:30 pm

M-CABANA B

68




327 RCC Pavements Tue 11:00 am - 1:00 pm

C-260

329 Perf Ready Mixed Wed 10:30 am - 1:30 pm

C-204

330 Parking Lots & Site Paving

Wed 1:00 pm - 4:00 pm

C-234

330-TG Parking Lots & Site Paving

Wed 8:30 am - 11:30 am

C-237

332 Residential Concrete Tue 1:00 pm - 5:00 pm

C-232

332-B Conc Mtrls and Plcmnt

Tue 9:00 am - 10:30 am

C-238

332-D & E Residential Concrete D & E

Tue 10:30 am - 12:00 pm

C-261

332-F Residential Concrete Slabs

Tue 9:00 am - 10:30 am

C-261

334 Shells Mon 5:00 pm - 6:00 pm

C-237

335 Composite Hybrid Sun 11:30 am - 1:00 pm

C-230

336 Footings Sun 1:00 pm - 5:00 pm

M-PAVILION B

341 Earthquake -Resistant Bridges

Sun 3:00 pm - 5:00 pm

C-232

341-A Equake Res Brdgs - Columns

Sun 9:30 am - 11:00 am

C-252

341-B Equake Res Brdgs - Pier Walls

Sun 8:00 am - 9:30 am

C-252

341-C Equake Res Brdgs - Retrofit

Sun 1:30 pm - 3:00 pm

C-231

341-D Perf Based Seismic Design

Sun 11:00 am - 12:30 pm

C-251

342 Bridge Evaluation Sun 8:30 am - 10:00 am

C-203

343 Bridge Design Mon 10:00 am- 1:00 pm

C-238

343-A Design Sun 11:00 am - 12:00 pm

C-234

343-B Bridge Deck Design Mon 8:15 am - 9:00 am

C-203

345 Bridge Construction Sun 1:30 pm - 3:30 pm

M-PAVILION A

346 CIP Pipe Mon 11:30 am- 1:00 pm

C-234

347 Formwork M1 Sat 9:00 am - 6:00 pm

M-PAVILION B

347 Formwork M2 Sun 8:30 am - 12:30 pm

C-205

347-A Formwork Specification

Sat 7:00 pm - 9:00 pm

M-COLONNADE A

69




348 Safety Mon 2:00 pm - 3:30 pm

C-260

349 Nuclear Structures Tue 1:30 pm - 5:00 pm

C-204

349-C Nuclear Structures - Anchorage

Mon 8:15 am - 11:00 am

C-236

349-TG ACI 349 and ACI 359 Joint Committee

Tue 5:00 pm - 6:00 pm

C-204

349-A&B Nuclear Structures - Design & Materials

Mon 12:30 pm - 4:30 pm

C-202

350 Environmental Structures

Wed 8:00 am - 5:00 pm

C-232

350-A Env Str - General & Concrete

Tue 11:30 am - 5:00 pm

M-ATRIUM

350-B Env Str - Durability Mon 8:30 am - 1:00 pm

C-260

350-C Env Str - Reinf & Devel

Sun 8:30 am - 11:30 am

M-464 BOARD ROOM

350-D Env Str - Structural Mon 8:30 am - 6:30 pm

C-251

350-E Env Str - Precast/Prestressed

Sun 1:00 pm - 5:00 pm

C-262

350-F Env Str - Seismic Tue 8:30 am - 3:30 pm

C-202

350-G&K Env Str - Tightness Testing/Haz Mat

Tue 8:30 am - 11:30 am

C-237

350-H Env Str - Editorial Mon 1:00 pm - 2:30 pm

M-CABANA A

350-J Env Str - Education Mon 3:30 pm - 6:30 pm

C-260

350-L Env Str - Specification

Tue 4:00 pm - 6:00 pm


350-SC Env Str - Steering Comm

Sun 11:30 am - 1:00 pm

C-237

351 Equip Foundations Mon 2:30 pm - 4:30 pm

C-252

351-B Grtng Fndns - Equip Machnry

Mon 8:15 am - 10:00 am

M-COLONNADE B

351-C Equip Foundations - Dynamic Foundations

Sun 3:00 pm - 5:00 pm

C-237

351-D Design Provisions for Heavy Industrial Equipment and Machinery Concrete Support Structures

Mon 10:00 am - 12:00 pm

C-235

352 Joints Sun 2:00 pm - 5:00 pm

C-236

355 Anchorage Sun 1:30 pm - 5:00 pm

C-201

70




355-TG Anchorage TG Mon 8:30 am - 11:00 am

C-207

357 Offshore & Marine Tue 8:30 am - 10:30 am

M-PAVILION B

359 Nuclear Reactors Wed 10:00 am - 5:00 pm

C-203

359-A Working Group on Design

Wed 8:00 am - 10:00 am

C-203

359-B Materials, Fabrication and Examination

Wed 9:00 am - 10:00 am

C-207

359-C Working Group on Modernization

Tue 3:00 pm - 5:00 pm

C-234

359-TG ACI 349 and ACI 359 Joint Committee

Tue 5:00 pm - 6:00 pm

C-204

360 Slabs on Ground Mon 2:00 pm - 6:30 pm

C-205

362 Parking Structures Mon 1:00 pm - 5:00 pm

C-212

362-A Parking Str - Standard

Mon 8:30 am - 12:00 pm

M-464 BOARD ROOM

363 High Strength Wed 8:30 am - 11:30 am

C-231

363-A High Strength - Lightweight Concrete

Tue 3:30 pm - 5:00 pm

M-CABANA B

364 Rehabilitation Mon 1:00 pm - 3:00 pm

C-204

364-TG1 Rehabilitation - Guide

Mon 11:00 am - 12:00 pm

M-PAVILION A

365 Service Life M1 Mon 9:00 am - 11:00 am

C-262

365 Service Life M2 Mon 2:00 pm - 4:00 pm

M-COLONNADE B

369 Seismic - Rehab M1 Sun 1:00 pm - 2:30 pm

C-207

369 Seismic - Rehab M2 Mon 2:00 pm - 6:00 pm

C-262

370 Dynamic & Vibratory Effects

Sun 1:30 pm - 4:00 pm

C-264

371 Elevated Tanks with Concrete Pedestals

Tue 11:00 am - 12:30 pm

M-464 BOARD ROOM

372 Tanks Wrapped Wire/Strand

Tue 3:00 pm - 5:00 pm

M-CABANA A

374 Seismic Design Mon 8:15 am - 12:00 pm

C-204

374-TG Protocol for Testing RC - Structural Elements

Sun 11:30 am - 1:00 pm

M-ATRIUM

71




375 Design for Wind Loads

Mon 1:00 pm - 3:30 pm

C-238

376 RLG Containment Structures M1

Sat 3:00 pm - 5:00 pm

C-204

376 RLG Containment Structures M2

Sun 9:00 am - 5:00 pm

C-263

376-TG1 RLG Containment Structures - TG M1

Mon 9:00 am - 5:00 pm

C-203


Tue 9:00 am - 5:00 pm

C-203


Wed 9:00 am - 5:00 pm

C-251

408 Development and Splicing

Sun 8:30 am - 11:30 am

C-264

408-A Mech Splices Sun 7:00 am - 8:30 am

M-SALMON BOARD ROOM

421 Reinf Slabs Sun 10:00 am - 1:00 pm

C-201

423 Prestressed Mon 8:30 am - 12:30 pm

C-263

423/445 Adhoc Grp on Shear in Prestress Conc

Sun 3:00 pm - 5:00 pm

C-235

423-E Prestressed Losses Sun 1:00 pm - 4:00 pm

C-203

435 Deflection Tue 3:30 pm - 6:30 pm

C-237

437 Strength Evaluation Mon 10:30 am - 12:30 pm

C-202

439 Steel Reinforcement Mon 8:30 am - 10:00 am

C-212

439-A Steel Reinforcement - Wire

Sun 3:30 pm - 5:00 pm

M-ATRIUM

440 Fiber-Reinforced Polymer

Tue 8:30 am - 11:30 am

C-205

440-D Research Development and Applications

Sun 1:30 pm - 3:00 pm

C-232

440-E FRP - Prof Education Mon 8:30 am - 10:00 am

M-PAVILION A

440-F FRP - Repair Strengthening

Mon 3:00 pm - 6:00 pm

C-200

440-H FRP - Reinforced Concrete

Sun 8:30 am - 11:30 am

C-200

440-J FRP - Stay-in-Place Forms

Mon 10:00 am - 11:30 am

C-232

440-L FRP - Durability Sun 3:00 pm - 5:00 pm

C-205

440-M FRP - Repair of Masonry Str

Mon 1:30 pm - 3:00 pm

C-200

72




441 Columns Mon 11:30 am - 2:00 pm

C-232

441-E Columns - Multi Spiral Reinf

Sun 11:30 am - 1:00 pm

C-238

444 Experimental Analysis

Tue 8:00 am - 10:00 am

C-234

445 Shear & Torsion Mon 2:00 pm - 6:00 pm

C-231

445-A Shear & Torsn - Strut & Tie

Sun 10:30 am - 1:30 pm

C-202

445-B Shear & Torsn - Seismic Shear

Sun 8:00 am - 11:00 am

M-ATRIUM

445-C Shear & Torsn - Punching Shear

Sun 1:00 pm - 3:00 pm

C-235

445-D Shear & Torsn - Database

Sun 3:00 pm - 5:00 pm

M-PORTICO

445-E Shear & Torsn - SOA Torsion

Sun 12:30 pm - 2:00 pm

C-260

446 Fracture Mechanics Mon 3:30 pm - 5:00 pm

C-238

447 Finite Element Analysis

Mon 11:00 am - 1:30 pm

C-207

506 Shotcreting Tue 8:30 am - 11:30 am

C-263

506-A Shotcreting - Evaluation

Sun 9:00 am - 11:00 am

C-250

506-B Shotcreting - Fiber Reinforced

Sun 2:00 pm - 3:00 pm

M-COLONNADE A

506-C Shotcreting - Guide Mon 10:30 am - 12:30 pm

M-CABANA A

506-E Shotcreting - Specifications

Mon 8:30 am - 10:30 am

M-CABANA A

506-F Shotcreting - Underground

Mon 3:00 pm - 4:00 pm

C-235

506-G Qualifications for Projects

Sun 11:00 am - 1:00 pm

C-235

515 Protective Systems Tue 10:30 am - 12:00 pm

C-238

522 Pervious Concrete Tue 8:00 am - 11:00 am

C-232

523 Cellular Concrete Tue 10:00 am - 1:00 pm

M-COLONNADE B

523-A Cellular - Autoclaved Aerated

Tue 8:30 am - 10:00 am

C-201

524 Plastering Mon 8:30 am - 10:00 am

C-231

533 Precast Panels Sun 1:00 pm - 2:30 pm

C-230

543 Piles Mon 8:30 am - 11:30 am

C-234

73




544 Fiber-Reinforced Concrete

Tue 3:30 pm - 6:00 pm

C-201

544-A FRC - Production & Applications

Mon 11:30 am - 1:00 pm

C-264

544-B FRC - Education Mon 8:30 am - 10:00 am

C-201

544-C FRC - Testing Tue 2:00 pm - 3:30 pm

C-201

544-D FRC - Structural Uses Mon 3:30 pm - 6:00 pm

C-263

544-E FRC - Mechanical Properties

Mon 2:00 pm - 3:30 pm

C-234

544-F FRC - Durability Tue 10:30 am - 12:00 pm

C-201

546 Repair Mon 8:30 am - 11:30 am

C-264

546-C Repair - Guide Sun 10:00 am - 12:00 pm

M-PAVILION B

548 Polymers Tue 8:30 am - 11:30 am

C-264

548-A Polymers - Overlays Mon 8:15 am - 11:00 am

M-CABANA B

548-B Polymers - Adhesives

Mon 1:30 pm - 4:30 pm

M-CABANA B

548-C Structural Polymer Design

Mon 11:00 am - 12:30 pm

M-CABANA B

549 Thin Reinforced Sun 10:30 am - 12:30 pm

C-262

549-A Glass Fiber-Reinforced Concrete - Spray-Up

Sun 8:30 am - 10:30 am

C-262

550 Precast Structures Sun 3:00 pm - 4:30 pm

M-COLONNADE A

551 Tilt Up Sun 9:00 am - 12:00 pm

M-PORTICO

552 Cementitious Grouting

Tue 11:30 am - 2:00 pm

C-237

555 Recycled Mon 5:00 pm - 6:30 pm

C-230

560 Design & Constr ICFs Tue 8:30 am - 10:30 am

C-251

562 Eval, Repair & Rehab Sun 1:00 pm - 5:00 pm

C-200

562-A Eval, Repair & Rehab - Life Safety

Sat 4:00 pm - 6:00 pm

C-203

562-B Eval, Repair & Rehab - Loads

Sun 8:00 am - 12:00 pm

C-260

562-C Eval, Repair & Rehab - Structural Analysis M1

Sat 4:00 pm - 6:00 pm

M- COLONNADE A

74




562-C Eval, Repair & Rehab - Structural Analysis M2

Sat 7:00 pm - 9:00 pm

M-ATRIUM

562-D Eval, Repair & Rehab -Structural Repair Design M1

Sat 10:00 am - 12:00 pm

M- COLONNADE A

562-D Eval, Repair & Rehab -Structural Repair Design M2

Sat 1:00 pm - 4:00 pm

M- COLONNADE A

562-E Eval, Repair & Rehab -Durability Qlty Assurance

Sat 6:00 pm - 9:00 pm

M-PAVILION B

562-F Eval, Repair & Rehab -General

Sat 1:00 pm - 6:00 pm

M-ATRIUM

563 Specs for Repair of Struct Conc in Bldgs

Tue 1:00 pm - 5:00 pm

M-PAVILION A

563-C Excavation/Surface Preparation

Tue 8:00 am - 9:00 am

M-CABANA A

563-F Concrete Mixtures Tue 8:00 am - 9:00 am


563-G Placing/Curing Tue 9:00 am - 10:00 am

M-CABANA A

563-H Architectural/Precast Concrete

Tue 9:00 am - 10:00 am

M-464 BOARD ROOM

563-I Proprietary Grouts/Concrete

Mon 3:00 pm - 4:00 pm

M-CABANA A

563-J Crack Repair Tue 9:00 am - 10:00 am

M-SALMON BOARD ROOM

563-K External Reinforcement

Tue 9:00 am - 10:00 am

M-ATRIUM

563-L Prestressed Concrete

Tue 8:00 am - 9:00 am

M-CABANA B

563-M Polymer Concrete/Overlays

Mon 3:00 pm - 4:00 pm


563-N Protection Systems Tue 9:00 am - 10:00 am


563-P Corrosion Tue 9:00 am - 10:00 am

M-CABANA B

75

Saturday, October 15, 20111:00 pm - 5:00 pm

ACI Concrete Sustainability Forum IV C-JUNIOR BSponsored by ISO/TC 71/SC 8, Environmental Management for Concrete and Concrete Structures and ACI Committee 130, Sustainability of Concrete

Session Co-Moderators: Koji Sakai Professor Kagawa University Takamatsu, Japan

Julie Buffenbarger Engineering & Architectural Specialist Lafarge Medina, OH

As the essence of sustainability continues to evolve, the ACI Concrete Sustainability Forum IV will present attendees with updates to the development of several standards, guidelines, and rating systems of interest to the global concrete industry. Additionally, the forum will explore strategies and technologies to reduce the materials’ carbon footprint and increase the operational efficiency of concrete structures; it will conclude with lessons learned from the March 2011 earthquake in Japan. The ACI Concrete Sustainability Forum IV follows successful forums in St. Louis, MO; New Orleans, LA; and Pittsburgh, PA. This forum is sponsored by ISO/TC 71/SC 8, Environmental Management for Concrete and Concrete Structures, and ACI Committee 130, Sustainability of Concrete.

By attending this session, attendees will be able to:1. Recognize the current state of ISO and ISI environmental

standards development;2. Recognize the examples of the latest concrete sustainability

technologies;3. Recognize the current state of ACI Committee 130’s document

development; and4. Recognize the real meaning of concrete sustainability as a

lesson from the Japan disaster.

This session is pending approval form USGBC for 4 GBCI CE hours toward the LEED Credentialing Maintenance Program. To receive credit you must record the codes given throughout the session.

Introduction 1:00 pmKoji Sakai, Professor, Kagawa University, Takamatsu, Japan; and Julie Buffenbarger, Engineering & Architectural Specialist, Lafarge, Medina, OH

76

ACI Concrete Sustainability Forum IV (cont.) C-JUNIOR B

ISO/TC 71/SC 8 Standard Development 1:10 pmTakafumi Noguchi, Associate Professor, The University of Tokyo, Tokyo, Japan

ISO/TC 59/SC 17 Standard Development 1:35 pmAntonio Muñoz, Quality & Training Director, FCC Construction, Madrid, Spain

ACI 130: An Update on the Activities of the Sustainability of Concrete Committee 2:00 pmAndrea Schokker, Professor and Head of Civil Engineering, University of Minnesota Duluth, Duluth, MN

Incorporating LCA into Codes and Standards 2:25 pmEmily Lorenz, Building Science & Sustainability Engineer, CTLGroup, Skokie, IL Institute for Sustainable Infrastructure’s “EnvISIon” Infrastructure Sustainability Rating Tool 2:50 pmTerry Neimeyer, CEO & Chairman of the Board, KCI Technologies, Inc., Sparks, MD

Low-Carbon High-Flowable Concrete “CLEAN CRETE” 3:25 pmNobufumi Takeda, Senior Researcher, Obayashi Corporation, Tokyo, Japan

An Aggressive Balance between Structure, Economics, and Sustainability 3:50 pmPhillip Williams, Vice President, Webcor, San Francisco, CA

Essence of Sustainability—Lessons from Japan Disaster 4:15 pmKoji Sakai, Professor, Kagawa University, Takamatsu, Japan

Discussion 4:40 pmKoji Sakai, Professor, Kagawa University, Takamatsu, Japan; and Julie Buffenbarger, Engineering & Architectural Specialist, Lafarge, Medina, OH

Saturday, October 15, 20111:00 pm - 5:00 pm

77

Sunday, October 16, 20118:00 am - 9:00 am

Guest Overview M-CROSSROADSAcquaint yourself with the week ahead and preview the tours at the ACI Spring 2012 Convention in Dallas, TX, and Fall 2012 Convention in Toronto, ON, Canada.

= Guest event only

78

Convention #1 Breakfast C-233Sponsored by the ACI Convention Committee

Session Moderator: Kari L. Yuers President & CEO Kryton International Inc. Vancouver, BC, Canada

First-time convention attendees are invited to join Kari L. Yuers, Chair of the ACI Convention Committee, for a continental breakfast and a brief session to orient you to the week ahead. Attendees will have the opportunity to meet other convention attendees and learn what an ACI convention has to offer.

Sunday, October 16, 20118:00 am - 9:00 am

79

Did you miss a presentation or want a copy of a session handout? Handouts and presentations are available from speakers who have elected to provide and post them to the ACI Web site.

Go to www.aciconvention.org/handouts to download or print a copy of the handouts for the sessions you plan to attend.

Session Handouts and Presentations on Demand

Session DisclaimerThe information presented represents the views and recommendations of the individual speaker(s) and does not necessarily represent the views of ACI or its committees. The audience is expected to exercise judgment as to the appropriate application of the information.

80

Sunday, October 16, 201112:00 pm - 2:00 pm

üInternational Lunch C-233$30 U.S. per personSponsored by the ACI International Committee

Speaker: Kazuhiko Kawashima Professor Tokyo Institute of Technology Tokyo, Japan

Topic: The Great East Japan (Tohoku) Earthquake: Performance of Structures and Lessons LearnedWhen a 9.0-magnitude earthquake struck Japan on March 11, 2011, nearly 20,000 people lost their lives and over 107,000 buildings collapsed (including single-family dwellings). The earthquake shook the northern half of the main island (Honshu) of Japan, including the greater Tokyo area, and triggered a series of tsunamis that devastated much of the northeastern coast. Despite such a major event, only a limited number of buildings and bridges sustained serious structural damage due to ground shaking. The lessons learned from the 1995 Hyogo-ken Nanbu earthquake (Kobe earthquake) and research findings since the 1995 Kobe earthquake have been incorporated into such Japanese documents as the Revised Design Specifications for Highway Bridges and the Building Standard Law. Implementation of the new regulations and design guides has clearly enhanced performance of engineered structures during the earthquake. On the other hand, the tsunami that followed the earthquake caused extensive damage to both transportation and building structures. The Great East Japan Earthquake revealed that tsunami-induced inundation and wave actions pose a serious risk to coastal structures. Detailed study is needed to identify tsunami effects on structures that may lead to the development of design recommendations.

Kawashima will present the impact of new Japanese regulations on the performance of engineered structures during the Tohoku earthquake and will discuss the direction of future seismic research on transportation structures based on the lessons learned from the Great East Japan Earthquake.

PREREGISTRATION IS REQUIRED TO ATTEND. Tickets may be purchased at the ACI Registration Desk up to 24 hours prior

to the event, based on availability. Please notify the ACI Registration Desk if you have any dietary restrictions.

ü = separate fee required

81

Sunday, October 16, 201111:00 am - 5:00 pm

Student Pervious Cylinder Competition and Student Concrete Project Competition Presentation C-BALLROOM FOYERSponsored by ACI Committee S801, Student Activities; The Center for Maximum Potential Building Systems (CMPBS); The Euclid Chemical Company; and the U.S. Green Building Council® (USGBC)

Session Moderator: Lawrence Taber Structural Engineer Black & Veatch Overland Park, KS

Cheer on your favorite school and watch your future industry leaders compete in the Pervious Cylinder Concrete Competition! This competition demonstrates concrete’s sustainability in a fun and exciting way. Watch water splash through pervious concrete cylinders, which are then split wide open. The team that is first to get water through their cylinder might not win if the cylinder isn’t strong or economical enough! Additionally, check out the winners of ACI’s Concrete Projects competition, as they present their award-winning project! The testing device is graciously provided by FORNEY.

Center for Maximum Potential Building Systems

82


Andy Scanlon Symposium on Serviceability and Safety of Concrete Structures: From Theory to Practice, Part 1 C-206Sponsored by ACI Committees 348, Structural Reliability and Safety, and 435, Deflection of Concrete Building Structures.

Session Co-Moderators: Hani H. A. Nassif Associate Professor Rutgers, The State University of

New Jersey Piscataway, NJ

Peter Bischoff Professor University of New Brunswick Fredericton, NB, Canada The main objective of this symposium is to present a broad perspective on the important issues related to serviceability (deflection and cracking) and safety of structures from both a theoretical and design perspective. The intent of the symposium is to honor Andy Scanlon’s contribution to ACI over his many years of service by focusing on presentations by people who have worked closely with Andy in his areas of interest.

By attending this session, attendees will be able to:1. Recognize and/or identify the important issues related to

serviceability of structures;2. Recognize and/or identify the important issues related to

safety of structures;3. Analyze the different approaches for assessing deformation

and cracking in structures (related to serviceability); and4. Demonstrate how to evaluate structural failures related to safety.

Impact of Adjacent Lane Traffic on the Serviceability of Concrete Bridge Deck 2:00 pmNakin Suksawang, Assistant Professor, Florida International University, Miami, FL; and Hani H. A. Nassif, Rutgers, The State University of New Jersey

Design Improvements from Structural Investigations 2:30 pmW. Gene Corley, Senior Vice President, CTLGroup, Skokie, IL; and Jared E Brewe, CTLGroup

83

Andy Scanlon Symposium on Serviceability and Safety of Concrete Structures: From Theory to Practice, Part 1 (cont.) C-206

Learning from Concrete Design and Construction 3:00 pmNorbert Delatte, Professor and Department Chair, Cleveland State University, Cleveland, OH

Using Historical Strength Data to Obtain an Equivalent Specified Strength for Structural Evaluation 3:30 pmF. Michael Bartlett, Professor, University of Western Ontario, London, ON, Canada

Revised Statistical Resistance Models for R/C Structural Components 4:00 pmAndrzej Nowak, Professor of Civil Engineering, University of Nebraska–Lincoln, Lincoln, NE; Anna Rakoczy, University of Nebraska—Lincoln; and Ewa Szeliga, Warsaw University of Technology

Analytical Investigation of Reinforced Concrete Columns under Highly Impulsive Loads 4:30 pmSerdar Astarlioglu, Research Assistant Professor, University of Florida, Gainesville, FL


The American Institute of Architects (AIA) has approved this session for 3 Learning Units. ACI is an AIA/CES Registered Provider.

84


Emerging Technologies in Civil Infrastructure Applications C-JUNIOR BSponsored by ACI Foundation

Session Co-Moderators: David Stokes Manager-Concrete Technology FMC Corporation Bessemer City, NC

Charles Hanskat Principal Concrete Engineering Group, LLC Northbrook, IL

This session will present overviews of newer technologies currently, or soon to be, impacting the concrete industry. They are in various stages of development with various levels of implementation in the field at present. The presentations will be given by individuals both well-versed in these technologies and directly involved in their implementation and further development.

By attending this session, attendees will be able to:1. Recognize current emerging technologies in civil infrastructures;2. Identify the levels of development and implementation for each

emerging technology;3. Evaluate how these emerging technologies impact their

business; and4. Discover sources for securing additional details on these

emerging technologies.

Calcium Carbonate Additions to Concrete Mixtures 2:00 pmCaroline Talbot, Marketing Director, Admixture, Omya Inc., Mandeville, LA

Portland Limestone Blended Cement 2:30 pmSteven Kosmatka, Vice President of Research and Technical Services, Portland Cement Association, Skokie, IL Nanotechnology for Concrete 3:00 pmBrian Green, Research Geologist, U.S. Army Corps of Engineers, Vicksburg, MS

85

Emerging Technologies in Civil Infrastructure Applications (cont.) C-JUNIOR B

Basalt Composites in Construction 3:30 pmJack Rigsby, Owner, Proven Performance Chemicals, Bogart, GA

Lightweight Synthetic Particles for Concrete 4:00 pmTricia Ladely, Development Leader, SYNTHEON Inc., Monaca, PA

“Crack-Free” Repair Materials...Are We There Yet? 4:30 pmFrank Apicella, Research & Development/Technology, BASF, Cleveland, OH



86


Modeling of FRP Strengthening Techniques in Concrete Infrastructure C-JUNIOR DSponsored by Joint ACI-ASCE Committee 447, Finite Element Analysis of Reinforced Concrete Structures

Session Co-Moderators: Riadh Al-Mahaidi Professor Swinburne University of Technology Melbourne, Australia

Ashraf Ayoub Associate Professor University of Houston Houston, TX

The strengthening of concrete structures with fiber-reinforced polymer (FRP) composites is enjoying a great deal of popularity worldwide as a result of the unique properties of FRPs—namely, being lightweight, fatigue-resistant and non-corrosive, and their ease of application. The session is based on research carried out around the world where significant development has occurred in the use of constitutive relations for the modeling of the interface layer between the FRP elements and concrete structures. The ses-sion will include papers that cover the modeling for strengthening for flexure, shear, torsion, and confinement of concrete. Where applicable, the papers will cover comparisons of modeling results with experimental tests performed around the world.

By attending these sessions, attendees will be able to:1. List the unique properties of FRP composites;2 Discuss the research on FRP developments, including models

for flexure, shear, torsion, and confinement of concrete; 3. Understand the finite element (FE) modeling of a strengthened

carbon fiber-reinforced polymer (CFRP) member; and4. Recognize the benefits of modeling tools over experimental

testing.

Development of a New Finite Element-Based Constitutive Model for FRP Strengthened Reinforced Concrete Structures 2:00 pmYashar Moslehy, Student, University of Houston, Houston, TX; and Moheb Labib and Ashraf Ayoub, University of Houston

87

Modeling of FRP Strengthening Techniques in Concrete Infrastructure (cont.) C-JUNIOR D

Sensitivity Analysis of Reinforced Concrete Beams Strengthened Using Pre-Stressed NSM-CFRP Strips 2:20 pmFadi Oudah, Masters of Science Student, University of Calgary, Calgary, AB, Canada; and Raafat El-Hacha, University of Calgary

Investigation of Contact Behavior in Hybrid FRP-UHPC Beams Using Finite Element Methods 2:40 pm

Raafat El-Hacha, Associate Professor, University of Calgary, Calgary, AB, Canada; and Donna Chen, University of Calgary

Numerical Procedure to Generate Interaction Diagrams for Circular Concrete Columns Wrapped with FRP 3:00 pmAhmed Abd El Fattah, Department of Civil Engineering, Kansas State University, Manhattan, KS; and Hayder Rasheed, Kansas State University

Finite Element Analysis of Concrete Girders Strengthened in Shear with CFRP Composites 3:20 pmYoung-Min You, Research Associate, University of Houston, Houston, TX; and Ashraf Ayoub and Abdeldjelil Belarbi, University of Houston

Finite Element Investigation of CFRP Anchorage Systems Utilizing Multilayered Unidirectional and Bidirectional Fabric Sheet 3:40 pmRobin Kalfat, PhD Student, Swinburne University of Technology, Melbourne, Australia; and Riadh Al-Mahaidi, Swinburne University of Technology

FE Modeling of Fatigue of FRP-Concrete Bonded Members 4:00 pmMindy Loo, Research Fellow, University of New South Wales, Sydney, Australia; Stephen Foster, University of New South Wales; and Scott Smith, The University of Hong Kong

FE Modeling of RC Beams Strengthened with CFRP Laminates and Subjected to Fire Loading 4:30 pmRami Hawileh, Associate Professor, American University of Sharjah, Sharjah, UAE; and M. Z. Nasera, American University of Sharjah


88


Recent Development in Bond Splice Tests C-JUNIOR ASponsored by Joint ACI-ASCE Committee 408, Development and Splicing of Deformed Bars

Session Co-Moderators: Genda Chen Professor of Civil Engineering Missouri University of Science and

Technology Rolla, MO

Lesley Sneed Assistant Professor of Civil Engineering Missouri University of Science and


This session is organized on behalf of Joint ACI-ASCE Committee 408 and addresses issues related to bond and bar splice in reinforced concrete structures. Recent advances in coating materials, high-performance concrete, and new configurations of deformed reinforcing bar in reinforced concrete structures will be presented by currently active researchers in the field. Some of the emerging technologies are ready for deployment, whereas others require further research. Interactive discussions with practitioners, students, and faculty at the ACI convention can make the audiences aware of these emerging technologies and at the same time include their input for further research and development.

By attending this session, attendees will be able to:1. Evaluate recently developed reinforcing bar materials and

coatings in terms of bond performance in reinforced concrete structures;

2 Compare bond performance differences in concrete and masonry structures;

3. Assess the bond performance of reinforcing bars in new and historic structures; and

4. Apply emerging technologies to civil infrastructure applications.

Splice Tests of Beams with High-Strength Reinforcement 2:00 pmDavid Darwin, Distinguished Professor, University of Kansas, Lawrence, KS; and JoAnn Browning, University of Kansas

89

Recent Development in Bond Splice Tests (cont.) C-JUNIOR A

Lap Splice Behavior of Deformed Bars with Chemically Reactive Enamel Coating 2:25 pmGenda Chen, Professor of Civil Engineering, Missouri University of Science and Technology, Rolla, MO; and Jeffery Volz, Chenglin Wu, Richard Brow, and Mike Koenigsten, Missouri University of Science and Technology

Evaluation of the Orientation of 90° and 180° Reinforcing Bar Hooks in Wide Members Using Beam-End Specimens 2:50 pmLesley Sneed, Assistant Professor of Civil Engineering, Missouri University of Science and Technology, Rolla, MO; and Nichole Podhorsky, Missouri University of Science and Technology

Behavior of Lap Spliced Plain Steel Bars 3:15 pmLisa Feldman, Assistant Professor, University of Saskatchewan, SK, Canada; and Montserrat Sekulovic and Nazmul Hassan, March Consulting Associates, Inc.

Towards Specific Development Length and Splice Provisions for Reinforced Masonry Construction 3:40 pmLisa Feldman, Assistant Professor, University of Saskatchewan, SK, Canada; and Kawsar Ahmed, University of Saskatchewan

Effect of Epoxy Thickness on Bond between Concrete and Coated Reinforcement 4:05 pmRachel Henkhaus, Project Engineer, Janssen & Spaans Engineering, Inc., Dallas, TX; and Julio Ramirez, Purdue University

Bond of Large-Diameter Bars in Well-Confined Concrete 4:30 pmJuan Murcia-Delso, PhD Candidate, University of California, San Diego, San Diego, CA; and Andreas Stavridis and Benson Shing, University of California, San Diego



90


Understanding the Implications of Green Building Codes and Standards on the Concrete and Masonry Industries C-JUNIOR CSponsored by Joint ACI-TMS Committee 122, Energy Efficiency of Concrete and Masonry Systems (Joint ACI-TMS), and ACI Commit-tee 130, Sustainability of Concrete

Session Co-Moderators: Stephen Szoke Director, Codes and Standards Portland Cement Association Skokie, IL

Larry Rowland Manager, Marketing and Technical

Services Lehigh Cement Company Allentown, PA

This session provides an overview of trends and content of building codes and standards that may impact the construction of green or sustainable buildings. Recent changes to building codes and standards will affect product selection, design, and construction of concrete and masonry components. The scope of these documents tends to be very broad; this session will focus on requirements that impact the use and applications of concrete and masonry. Green building codes are being adopted and enforced, and the design community must understand the requirements to effectively and appropriately integrate them into their projects.

By attending this session, attendees will be able to: 1. Recognize the different scopes and content of green building

codes and standards being developed in the U.S.;2. Identify methods of compliance to green model building codes

and referenced standards. 3. Integrate green building requirements into their projects; and4. Enhance traditional green building features by including

provisions for resilience.

This session is pending approval from USGBC for 3 GBCI CE hours toward the LEED Credentialing Maintenance Program. To receive credit, you must record the codes given throughout the session.

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Understanding the Implications of Green Building Codes and Standards on the Concrete and Masonry Industries (cont.) C-JUNIOR C

International Green Construction Code—Part 1: Energy Conservation Requirements 2:00 pmLarry Rowland, Manager, Marketing Technical Services, Lehigh Cement Company, Allentown, PA; and Stephen Skalko, Portland Cement Association

International Green Construction Code—Part II: Material Resources, Site Development, and Indoor EnvironmentalQuality Requirements 2:30 pmLionel Lemay, Senior Director of Applied Engineering, National Ready Mixed Concrete Association, Elkridge, MD

Standard for the Design of High-Performance Green Buildings, Except Low-Rise Residential Buildings (ASHRAE 189.1) 3:00 pmEmily Lorenz, Building Science & Sustainability Engineer, CTLGroup, Skokie, IL

National Green Building Standard (ICC 700) 3:30 pmMichael Weber, Executive Vice President, Building Works Inc., Lewisburg, PA

California Green Building Code 4:00 pmKirk McDonald, Manager of Technical Services, California Portland Cement Co., Glendora, CA

High-Performance Building Requirements forSustainability 4:30 pmStephen Szoke, Director, Codes and Standards, Portland Cement Association, Skokie, IL



92


Opening Session and Katharine and Bryant Mather Commemorative Lecture Series C-GRAND A

Speaker: Terence C. Holland Consulting Engineer Concrete Terry LLC Auburn Township, OH

Topic: Is it Really that Difficult to Get New Technology into the Concrete Industry?

The ACI Fall 2011 Convention officially begins during the Opening Session and the Katharine and Bryant Mather Commemorative Lecture Series. Held at the Duke Energy Convention Center, ACI Past President Terence C. Holland will give a presentation titled “Is it Really that Difficult to Get New Technology into the Concrete Industry?”

The ACI Commemorative Lecture Series will begin by recounting the contributions that Katharine and Bryant Mather made to the concrete industry and the experience Holland shared with the Mathers working with the U.S. Army Corps of Engineers at the Waterways Experiment Station in Vicksburg, Mississippi.

Next, Holland will discuss the commonly held belief that it is nearly impossible and very time-consuming to get new technology into the concrete industry. Based on his own experience working with new technologies that have succeeded and failed, Holland will offer his perspective on what works and what does not work in transferring technology from the lab to the field. Holland will conclude with a set of recommendations for a successful launch of new material.

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Opening Reception C-BALLROOM FOYERSponsored by the ACI Greater Miami Valley Chapter After the Opening Session, meet your colleagues and friends for a beverage from the cash bar and light refreshments in the exhibit area. This is an opportunity to expand your network and learn more about the products and services offered by the exhibitors.

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123 Forum: What is the Current Status of Nanotechnology? C- JUNIOR BSponsored by ACI Committee 123, Research and Current Developments

Session Moderator: Mohammad S. Khan Senior Vice President Professional Service Industries, Inc. Herndon, VA

Following its long tradition, ACI Committee 123 brings industry experts together in Cincinnati to discuss and debate another subject and to share their views with ACI patrons. The subject this time is the current status of nanotechnology in concrete. Nanotechnolgy is the science and engineering of modifying the behavior and performance of materials at nanoscale. This technology has gained enough recognition in the field of medicine and other industries and is slowly making its way to the construction industry. Nanomodification of concrete can dramatically improve its strength, ductility, and durability properties. During the last 10 years, nanotechnology has evolved significantly— particularly its application in concrete. It’s timely to have an assessment of the current status of nanotechnology—where we are and where we go from here. Do we understand how nanomodification changes the rheology, C-S-H gel, and kinetics of hydration reactions? Or how nanoclays, nanotubes, and nanofibers are manufactured and how their incorporation in concrete improves its properties? What’s the cost of these nanomaterials and do they present any environmental and health concerns? How do physical, mechanical, electrical, magnetic, heat conduction, and light reflection properties of concrete change by nanomodification? How can nanosensors be used for monitoring and measuring the properties of fresh and hardened concrete on a real-time basis? Do we have enough successful field application of nanotechnology in concrete? How does nanotechnology contribute to sustainable development?

Our panelists in Cincinnati will address these and many other questions. After the discussion, one will be able to make an assessment on the current status of nanotechnology in concrete.

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123 Forum: What is the Current Status of Nanotechnology? (cont.) C- JUNIOR B

Introduction 7:30 pmMohammad S. Khan, Senior Vice President, Professional Service Industries, Inc., Herndon, VA

Nano-scale Perspective of a Mega-scale Organization 7:40 pmPaul F. Maulker, Senior Research Scientist, US Army Engineer Research and Development Center, Vicksburg, MS

Engineering and Manufacturing of Nanoparticles 7:50 pmKonstantin Sobolev, Associate Professor, Department of Civil and Environmental Engineering, University of Wisconsin-Milwaukee, Milwaukee, WI Effects of Nanoparticle Additions in Concrete 8:00 pmKimberly E. Kurtis, Professor, Department of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA

Application of Nanotubes and Nanofibers in Concrete 8:10 pmFlorence Sanchez, Associate Professor, Department of Civil and Environmental Engineering, Vanderbilt University, Nashville, TN

Environmental and Health Issues Related to Nanotechnology 8:20 pmCharles Geraci, Coordinator, Nanotechnology Research Center, National Institute for Occupational Safety and Health, Cincinnati, OH

Questions, Answers, and Discussion 8:30 pm

96


Hot Topic Session: The Great East Japan Earthquake: Lessons Learned Since the “Kobe” Earthquake C-JUNIOR CSponsored by the Hot Topics Committee

Session Moderator: H.S. Lew Senior Research Engineer National Institute of Standards and

Technology Gaithersburg, MD

A 9.0-magnitude earthquake and subsequent tsunami struck Japan on March 11, 2011. Over 24,000 people were killed or are missing and over 6000 were injured. Most buildings and bridge structures that were built and rehabilitated after the 1995 Hyogo-ken Nanbu earthquake (Kobe earthquake) did not sustain serious structural damage due to ground motion. Much of the devastation along the northeast coast of Japan was caused by a series of tsunamis, which ranged in height from 15 to 60 feet. Lessons from this earthquake and the tsunami are highly relevant to the U.S., as the Pacific Northwest is potentially vulnerable to a large magnitude earthquake and subsequent tsunami that may inundate the Washington, Oregon, and Northern California coastal regions. Post-earthquake observations have raised a number of important questions related to the design of structures in coastal regions. Four experts who have participated in post-earthquake investigation— two from Japan and two from the U.S.—will present their observations and findings. They will also address design-related issues and studies needed to improve seismic provisions in U.S. and Japanese codes and standards.

By attending this session, attendees will be able to: 1. Acquire lessons learned from buildings and structures

subjected to an earthquake and tsunami;2. Understand the impact of new and revised building and bridge

design specifications; 3. Compare seismic design and rehabilitation approaches for

buildings between the U.S. and Japan; and4. Compare seismic design and rehabilitation approaches for

bridges between the U.S. and Japan.

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Hot Topic Session: The Great East Japan Earthquake: Lessons Learned Since the “Kobe” Earthquake (cont.) C-JUNIOR C

Introduction 7:30 pmH. S. Lew, Senior Research Engineer, National Institute of Standards and Technology, Gaithersburg, MD

Performance of Building Structures—Impact of the New Building Standard Law 7:35 pmHitoshi Shiohara, Associate Professor, Tokyo University, Tokyo, Japan

U.S. Versus Japanese Seismic Design and Rehabilitation Approaches for Buildings 8:05 pmJohn W. Wallace, Professor, University of California, Los Angeles, Los Angeles, CA

Performance of Bridge Structures 8:35 pmKazuhiko Kawashima, Professor, Tokyo Institute of Technology, Tokyo, Japan

U.S. Versus Japanese Seismic Design and Rehabilitation Approaches for Bridges 9:05 pmIan Buckle, Professor, University of Nevada Reno, Reno, NV

Questions and Discussion 9:35 pmH. S. Lew, Senior Research Engineer, National Institute of Standards and Technology, Gaithersburg, MD



98


Student and Young Professional Rock Bottom Brewery Networking Event 10 Fountain Square

Sponsored by the ACI Collegiate Concrete Council and the Student and Young Professional Activities Committee

The ACI Collegiate Concrete Council and ACI Student and Young Professional Activities Committee invite all convention attendees to the Student and Young Professional Networking Event. Meet fellow students and young professionals while networking with ACI members in a fun and casual environment. Attendees to the event will be entered into a drawing for door prizes. In addition, food and beverages will be available for purchase.

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Monday, October 17, 20116:30 am - 8:15 am

Workshop for Technical Committee Chairs C-GRAND ASponsored by the ACI Technical Activities Committee

Session Moderator: David A. Lange Professor University of Illinois Urbana, IL

ACI Technical Committee Chairs are expected to attend this breakfast workshop to meet with fellow Chairs, TAC members, and ACI staff and to hear updates on important recent developments of interest to ACI Technical Committee Chairs. There will be table discussions and short presentations. If you are unable to attend, please ask the secretary of your committee or another committee member to represent you in your absence.

100

Monday, October 17, 20117:00 am - 8:30 am

Speaker Development Breakfast C-262Sponsored by ACI Committee S802, Teaching Methods and Educational Materials

Session Moderator: Tyler Ley Assistant Professor Oklahoma State University Stillwater, OK

This session provides an informal venue for attendees to learn about how to become better presenters. Join us for a free continental breakfast as we explore ways to become better presenters at ACI conventions, other conferences, client meetings, and school. Meet people from across the ACI spectrum who share your desire to learn and grow in this area.

Have you ever tried to explain something complicated to an audience and they just did not get it? One way to overcome this is to use models or props to allow your audience to experience the subject through kinetic learning. This presentation will give insight into how to develop kinetic learning tools, and a number of proven examples will be displayed from topics in structural and materials engineering.

101

Monday, October 17, 20119:00 am - 12:00 pm

Andy Scanlon Symposium on Serviceability and Safety ofConcrete Structures: From Theory to Practice, Part 2 C-206Sponsored by ACI Committees 348, Structural Reliability and Safety, and 435, Deflection of Concrete Building Structures

Session Co-Moderators: Shawn Gross Associate Professor Villanova University Villanova, PA

Hani H. A. Nassif Associate Professor Rutgers, The State University of New Jersey Piscataway, NJ

The main objective of this symposium is to present a broad perspective on the important issues related to serviceability (deflection and cracking) and safety of structures from both a theoretical and design perspective. The intent of the symposium is to honor Andy Scanlon’s contribution to ACI over his many years of service by focusing on presentations by people who have worked closely with Andy in his areas of interest.





Serviceability and Safety: Core Aspects of Sustainable Structures 9:00 amAndrea Schokker, Professor and Head of Civil Engineering, University of Minnesota Duluth, Duluth, MN

An Overview of Flexural Cracking Mitigation in Two-Way Slabs and Plates 9:30 amEdward Nawy, Distinguished Professor Emeritus, Rutgers, The State University of New Jersey, Manalapan, NJ

102

Andy Scanlon Symposium on Serviceability and Safety of Concrete Structures: From Theory to Practice, Part 2 (cont.) C-206

Implementing Lessons Learned from Twenty Years of Bridge-Deck Crack Surveys 10:00 amDavid Darwin, Distinguished Professor of Civil, Environmental and Architectural Engineering, University of Kansas, Lawrence, KS; and JoAnn Browning, University of Kansas

Serviceability Design of Structural Concrete Members with Emphasis in Marine Infrastructure 10:30 amCarlos Ospina, Project Manager, BergerABAM, Houston, TX

Experimental Study on Cracking and Leakage in RC Walls under Cyclic Loading 11:00 amReza Kianoush, Professor, Ryerson University, Toronto, ON, Canada; and Reza Sadjadi, URS Inc. Prediction of Concrete Integral Abutment Bridge Unrecoverable Displacements 11:30 amJeffrey Laman, Professor of Civil Engineering, Pennsylvania State University, University Park, PA; WooSeok Kim, PB Americas, Inc.; and Dan Linzell, Pennsylvania State University



103

Evaluation of Existing Structures Prior to Rehabilitation C-JUNIOR ASponsored by ACI Committees 228, Nondestructive Testing of Concrete, and 364, Rehabilitation

Session Co-Moderators: Bernard Hertlein Principal Scientist AECOM Technical Services, Inc. Vernon Hills, IL

Marjorie Lynch Senior Project Manager Simpson Gumpertz & Heger, Inc. New York, NY

The goal of this session is for researchers and practitioners involved in the evaluation of existing structures to present case study-based presentations on means and methods used for condition assessment of existing concrete structures prior to rehabilitation. Ideally, the presentations describe field, laboratory, and analytical methods to assess the current conditions of structures that are a key step in the preservation of existing structures.

Researchers, material suppliers, contractors, and practitioners in particular will benefit from seeing examples of the types of evaluation that can be performed on existing structures and how the information gained can be used to prolong the life of existing structures. The topics show examples of sustainability and the preservation of the constructed environment.

By attending this session, attendees will be able to: 1. Understand the current state of the practice for structural

evaluation;2. Recognize that the various tools and test methods available for

performing such an evaluation have specific capabilities and limitations that govern how they should be used;

3. Make recommendations to potential clients that will improve the quality and effectiveness of condition assessments; and

4. Better understand the value of an effective condition assessment when planning or performing rehabilitation projects.


104

Evaluation of Existing Structures Prior to Rehabilitation (cont.) C-JUNIOR A

Extending the Useful Life of a Cooling Tower at a Nuclear Power Plant 9:00 amR. Scott Silvester, Senior Engineer, Simpson Gumpertz & Heger, Inc., Rockville, MD; and Charles Russo, Simpson Gumpertz & Heger, Inc. Concrete Material Testing Requirements for Seismic Evaluation of Existing Reinforced Concrete 9:25 amHalil Sezen, Associate Professor, The Ohio State University, Columbus, OH; and Charles Hookham, HDR Engineering Inc.

Evaluation and Assessment of Post-Tensioned Structures 9:50 amDavid Whitmore, President, Vector Construction Ltd., Winnipeg, MB, Canada; and Garth Fallis, Vector Construction Ltd.

Concrete Reinforcing Steel Corrosion: Assessment, Re-passivation and Monitoring in an Industrial Environment 10:15 amBruce Collins, Vice President, Reconstruction Corporation, Sedalia, CO

Structural Assessment: Barton Springs Pool Gravity Dams 10:40 amRobin Tuchscherer, Project Engineer, Datum Engineers, Austin, TX

Evaluation and Repair of ICF Wall System 11:05 amAshok Kakade, Principal Engineer, Concrete Science Inc., Hayward, CA; and Hemant Limaye, Concrete Science Inc.



105


Fiber-Reinforced Concrete—Smart Materials and Sensors C-JUNIOR DSponsored by ACI Committees 236, Material Science of Concrete, and 544, Fiber-Reinforced Concrete

Session Co-Moderators: Corina-Maria Aldea Associate Materials Engineer AMEC Hamilton, ON, Canada

Konstantin Sobolev Associate Professor University of Wisconsin-Milwaukee Milwaukee, WI

This session will include papers on advances on sensing abilities of fiber-reinforced concrete (FRC) and FRC as a smart material. Material suppliers, engineers, researchers, and scientists will benefit from this session.

By attending this session, attendees will be able to: 1. Name some of the advances in sensing abilities of FRC and the

use of FRC as a smart material;2. Recognize the applications for using shape memory alloy-

based self-stressed fiber cement composites;3. Understand the advantages and disadvantages of using

carbon nanotube and carbon nanofiber cementitious composites to monitor electrical resistivity, traffic flow, and other applications; and

4. Understand how carbon fibers and carbon nanotubes can be used to create cement-based sensors that can detect both changes in strain and changes in the chemical environment.

Shape Memory Alloy-Based Self-Stressed Fiber Cement Composites: Material Behavior and Structural Use 9:00 amNeven Krstulovic-Opara, Senior Staff Engineer, Exxon-Mobil, PNG-LNG Project, Yokohama, Japan; and Antoine Naaman, University of Michigan

106

Fiber-Reinforced Concrete—Smart Materials and Sensors (cont.) C-JUNIOR D

Electrical Resistivity of Carbon Nanotube and Carbon Nanofiber Cementitious Nanocomposites 9:25 amMaria S. Konsta-Gdoutos, Associate Professor and Director of Section of Mechanics, Democritus University of Thrace, Xanthi, Greece; Surendra P. Shah, Northwestern University; and Zoi S. Metaxa and Apostles Maurozoumis, Democritus University of Thrace

Self-Sensing Carbon-Nanotube/Cement Composite 9:50 amXun Yu, Assistant Professor, University of Minnesota Duluth, Duluth, MN; and Baoguo Han and Eil Kwon, University of Minnesota Duluth

Experimental and Analytical Study of CNT Reinforced Cement with Sensing Capability 10:15 amBassem Andrawes, Assistant Professor, University of Illinois at Urbana-Champaign, Urbana, IL; and Lai Yin Chan, University of Illinois at Urbana-Champaign

Fiber Reinforced Cementitious Composites with Carbon Nanotubes for Piezo and Chemo Sensing 10:40 amNemkumar Banthia, Professor, University of British Columbia, Vancouver, BC, Canada; and Faezeh Azhari, Ausenco Sandwell

Durability of Carbon Nanofiber Cement-Based Composites 11:05 amFlorence Sanchez, Associate Professor, Vanderbilt University, Nashville, TN; and Lesa Brown, Vanderbilt University

Investigation of Electrical and Mechanical Properties of Nano-Carbon Fiber-Reinforced Cement Composites 11:30 amKonstantin Sobolev, Associate Professor, University of Wisconsin-Milwaukee, Milwaukee, WI; and Ismael Flores-Vivian, Zhibin Lin, and Petr Zilberman, University of Wisconsin-Milwaukee



107


Structural Health Monitoring Technologies, Part 1 C-JUNIOR CSponsored by ACI Committee 444, Experimental Analysis for Concrete Structures

Session Co-Moderators: Faris Malhas Dean of College of Engineering & Sciences Bowling Green State University Bowling Green, OH

Nankin Suksawang Assistant Professor Florida International University Miami, FL

Structural health monitoring (SHM) is a process aimed at providing accurate and timely information concerning structural health condition and performance. The information obtained from monitoring is generally used to plan and design maintenance activities, increase the safety, verify hypotheses, reduce uncertainty. and widen the knowledge concerning the structure being monitored. The technologies used to perform the SHM are continuously developing, and researchers and practitioners are not always aware of their market maturity, performances, and applicability. The aim of this session is to 1) pull together the knowledge on SHM technologies to raise awareness about them; 2) assess the current status of their market maturity, performances, and applicability and identify challenges; and 3) present SHM technologies (that is, their performance and applications) to a broader public through the use of presentations and a special publication (SP). The session is organized as a holistic overview and includes all aspects of monitoring.

By attending this session, attendees will be able to: 1. Identify the state-of-the-art SHM technologies, including their

performances, applications, and market maturity;2. Generalize the use of SHM technologies for various classes of

problems and structures;3 Examine how the SHM technologies can be used in evaluation

of the current conditions and performances of concrete structures; and

4 Analyze the benefits of SHM technologies regarding the preservation and safety of concrete structures and long-term management activities in general.

108

Structural Health Monitoring Technologies, Part 1 (cont.) C-JUNIOR C

Introduction 9:00 amFaris Malhas, Dean of College of Engineering & Sciences, Bowling Green State University, Bowling Green, OH Assessment of Concrete Structures Using Structural Health Monitoring 9:05 amHani H. A. Nassif, Associate Professor, Rutgers, The State University of New Jersey, Piscataway, NJ; and Nakin Suksawang, Florida International University

Discrete Fiber-Optic Sensing Techniques for Structural Health Monitoring of Bridges 9:25 amFarhad Ansari, Professor/Department Head, University of Illinois at Chicago, Chicago, IL

Distributed Fiber-Optic Sensing Technologies and Applications—An Overview 9:45 amBranko Glisic, Assistant Professor, Princeton University, Princeton, NJ

Corrosion-Resistance Monitoring in Steel Reinforcement 10:05 amYoon-Si Lee, Assistant Professor of Civil Engineering, West Virginia University Institute of Technology, Montgomery, WV; and Faris Malhas, Bowling Green State University

Use of Electrical Impedance Spectroscopy and Conductive Surface Films to Detect Cracking and Damage in Cement- Based Materials 10:25 amMohammad Pour-Ghaz, Graduate Research Assistant, Purdue University, West Lafayette, IN; Mark Niemuth, Lafarge; and Jason Weiss, Purdue University

Smart Technical Textiles for Reinforcement of Concrete Structures 10:45 amDaniele Inaudi, Chief Technology Officer, SMARTEC SA, Manno, Switzerland; and Riccardo Belli, SMARTEC SA


109


Wireless Structural Health Monitoring of Concrete Structures 11:05 amJerome Lynch, Assistant Professor, University of Michigan, Ann Arbor, MI

Wireless Structural Health Monitoring of Concrete Bridges 11:25 amMohsen Issa, Professor, University of Illinois, Chicago, IL



110


Research in Progress C-JUNIOR BSponsored by ACI Committee 123, Research and Current Developments

Session Co-Moderators: Thomas Schumacher Assistant Professor University of Delaware Newark, DE

Aleksandra Radlinska Assistant Professor Villanova University Villanova, PA This session will feature presentations of original, unpublished results from ongoing research projects and leading-edge concrete technology and research throughout the world.

By attending this session, attendees will be able to:1. Recognize on going concrete research projects from a wide

range of research topics;2. Discuss recent techniques, research methods, and procedures

related to structural and material aspects of concrete research;3. Describe emerging ideas in concrete research; and4. Summarize recent technical information related to concrete

structures and materials.

High-Volume Fly Ash Cementitious Systems with NanoCaCo3 and Nanoclays 9:00 amShiho Kawashima, Graduate Student, Department of Civil and Environmental Engineering, Northwestern University, Evanston, IL; David J. Corr and Surendra P. Shah, Northwestern University; and Kejin Wang, Iowa State University

Determination of Nanomechanical Properties for Cementitious Materials Using Nanoindentation Loading Curve 9:15 amKaushal K. Jha, PhD Candidate, Department of Civil and Environmental Engineering, Florida International University, Miami, FL; and Nankin Suksawang, Florida International University

Radiation Resistant Concrete 9:30 amJason Rapich, S. E., Utah Nuclear Engineering Program, University of Utah, Salt Lake City, UT; and Tatjana Jevremovic, University of Utah

111

Research in Progress (cont.) C-JUNIOR B

In-Boiler Benefication of Coal Ash on Concrete Durability Properties 9:45 amKarla A. Kruse, Graduate Research Assistant, The University of Texas at Austin, Austin, TX; Anthony F. Bentivegna, The University of Texas at Austin; and Paul Sandberg and Marc Zacharias, Ash Improvement Technology

Quantification of CO2 Sequestration Capacity of Alkaline Industrial Wastes 10:00 amDinusha Siriwardena, Graduate Student, Department of Civil and Environmental Engineering, Clarkston University, Potsdam, NY; and Sulapha Peethamparan, Clarkston University

Evaluating the Efficacy of ASR Mitigation Measures in Miniature Concrete Prism Test 10:15 amEnamur Latifee, PhD Student, Department of Civil Engineering, Clemson University, Clemson, SC; and Prasad Rangaraju, Clemson University

Characterizing the Disconnect between Laboratory and Field Performances of External Sulfate Attack: What Does ASTM 1012 Really Tell Us? 10:30 amFederico M. Aguayo, Research Assistant, The University of Texas at Austin, Austin, TX; and Dr. Kevin J. Folliard, The University of Texas at Austin

Shear Behavior of Large Scale Concrete Beams Reinforced with High-Performance ASTM A 1035 Steel 10:45 amAdmasu S. Desalegne, PhD Candidate, University of Alberta, Edmonton, AB, Canada; and Adam S. Lubell, University of Alberta

Seismic Performance of Precast Column to Foundation Connections for Accelerated Bridge Construction 11:00 amZachary B. Haber, PhD Student, University of Nevada, Reno, Reno, NV; and M. Saiid Saiidi and David Sanders, University of Nevada – Reno

Effect of Tie Configuration on Fire Performance of High Strength Concrete Columns 11:15 amW. Khaliq, Civil and Environmental Engineer, Michigan State University, East Lansing, MI; and N. K. Rautand Kodur V. K. R., Michigan State University


112

Research in Progress (cont.) C-JUNIOR B

Resistance of Reinforced Concrete Panels Under Blast Loading with Long Carbon Fibers 11:30 amZahara S. Tabatabaei, Graduate Assistant, Missouri University of Science and Technology, Rolla, MO; and Jeffery S. Volz, Missouri University of Science and Technology

Integration of Traditional Remote Sensing into a Framework for Structural Health Monitoring of Concrete Bridges 11:45 amDevin K. Harris, Assistant Professor, Department of Civil and Environmental Engineering, Michigan Technological University, Houghton, MI; and Theresa Ahlborn, Lawrence Sutter, and Colin Brooks, Michigan Technological University



113


Exhibitor Demonstrations C-BALLROOM FOYER

Exhibitors will demonstrate the capabilities of their products and services. Presentations may demonstrate equipment operation, introduce new products, demonstrate software capabilities, or describe the service provided by each participating company. These presentations may include PowerPoint shows, videos, and hands-on workshops. Each demonstration will conclude with a question and answer period. Attendees representing all areas of the concrete industry will find the demonstrations both interesting and educational. Learn more about the products and services offered by the following companies.

Monday Exhibitor Demonstration Schedule

Time Exhibitor Presentation/Demo Title

11:15 amSIMCO

Technologies, Inc.STADIUM® Service Life Modeling: A Live Demo




114

Monday, October 17, 201112:00 pm - 2:00 pm

üStudent Lunch C-GRAND A$35 U.S. per person FREE to students who preregisterSponsored by Baker Concrete Construction Company, Inc.

Coordinated by the ACI Greater Miami Valley Chapter and ACI Committee S801, Student Activities

Speaker: Kenneth C. Hover Professor of Civil

and Environmental Engineering

Cornell University Ithaca, NY

Topic: Things I Learned While Enjoying a Career in Concrete Design, Construction, and Education

Featured speaker Kenneth C. Hover, ACI President and Professor at Cornell University, will give a presentation featuring stories, lessons, and tips for students and young professionals as they make the transition into the world of concrete. Awards from the Student Pervious Cylinder Competition and Student Project Competition will also be presented.

PREREGISTRATION IS REQUIRED TO ATTEND. Tickets may be purchased at the ACI Registration Desk up to 24 hours prior to

the event, based on availability. Please notify the ACI Registration Desk if you have any dietary restrictions.


115


Andy Scanlon Symposium on Serviceability and Safety of Concrete Structures: From Theory to Practice, Part 3 C-206Sponsored by ACI Committees 348, Structural Reliability and Safety, and 435, Deflection of Concrete Building Structures.

Session Co-Moderators: Eric Musselman Assistant Professor University of Minnesota Duluth Duluth, MN

Shawn Gross Associate Professor Villanova University Villanova, PA





and cracking in structures (related to serviceability); and4. Demonstrate how to evaluate structural failures related to

safety.

Evaluation and Management of Tension Stiffening 2:00 pmRichard H. Scott, Reader in Engineering and Computing Sciences, University of Durham, Durham, UK; and Andrew Beeby, University of Leeds

The Importance of Cracking Moment in Estimating Instantaneous Deflections 2:30 pmShawn Gross, Associate Professor, Villanova University, Villanova, PA

116

Andy Scanlon Symposium on Serviceability and Safety of Concrete Structures: From Theory to Practice, Part 3 (c0nt.) C-206

Creep and Shrinkage-Induced Deflection in Reinforced Concrete Beams and Slabs 3:00 pmIan R. Gilbert, Professor of Civil Engineering, The University of New South Wales, Sydney, Australia

Flexural Behavior of Concrete Beams Reinforced with FRP Bars 3:30 pmYoung Hak Lee, Assistant Professor, Kyung Hee University, Yongin, Korea; and Min Sook Kim, Kyung Hee University

Deflection of Reinforced Concrete Beams with Consideration of Shear Deformations 4:00 pmAdmasu Desalegne, Graduate Student Researcher, University of Alberta, Edmonton, AB, Canada; and Adam S. Lubell, University of Alberta

Generalized Design Approach for Computing Deflection of Concrete Reinforced with Steel or FRP Bars 4:30 pmPeter Bischoff, Professor, University of New Brunswick, Fredericton, NB, Canada



117


Concrete Overlays for Pavement Rehabilitation C-JUNIOR DSponsored by ACI Committee 325, Concrete Pavements

Session Moderator: Peter Taylor Associate Director National Concrete Pavement

Technology Center Ames, IA

Concrete overlays are a rapidly growing sector in the pavement construction industry. They provide an effective, affordable, and more sustainable approach to the rehabilitation of existing roadways of all types because they make use of the infrastructure already in place. Many millions of square feet of overlays have been placed around the country over the last few years despite the economic downturn. This session will discuss in detail the benefits of using concrete overlays for pavement rehabilitation, provide information on how they should be designed and built, and describe examples of recent and long-lasting applications. The material will largely be based on an existing publication and the direct experience of the authors.

By attending this session, attendees will be able to:1. Describe the various types of concrete overlays available;2. Choose the correct type of overlay for given applications;3. Find resources to be able to design a concrete overlay; and4. Find resources to be able to construct a concrete overlay.

What is a Concrete Overlay? 2:00 pmPeter Taylor, Associate Director, National Concrete Pavement Technology Center, Ames, IA

Selection of Overlay Type 2:35 pmKurt Smith, Program Director, Applied Pavement Technology Inc., Champaign, IL

Overlay Design 3:10 pmJeffery Roesler, Associate Professor, University of Illinois, Urbana, IL

118

Concrete Overlays for Pavement Rehabilitation (cont.) C-JUNIOR D

Construction 3:45 pmJames Cable, President, Cable Concrete Consultation, Ames, IA

Case Studies 4:20 pmJames Cable, President, Cable Concrete Consultation, Ames, IA



119


Field Guide to Concrete Repair Application Procedures C-JUNIOR ASponsored by ACI Committee E706, Repair Application Procedures

Session Moderator: David Whitmore President Vector Construction Ltd. Winnipeg, MB, Canada

By attending this session, attendees will learn:1. When to use certain concrete repair procedures;2. How to specify concrete repair procedures;3. How to execute common concrete repair procedures; and4. How to perform quality control of common concrete repair

procedures.

Structural Crack Repair by Epoxy Injection 2:00 pmJ. Christopher Ball, Vice President, Vector Corrosion Technologies, Tampa, FL

Crack Repair by Gravity Feed with Resin 2:12 pmAamer Syed, Senior Product Manager, Sika Corporation, Lyndhurst, NJ

Spall Repair by Low-Pressure Spraying 2:24 pmPatrick Watson, Senior Product Technical Specialist, BASF, Sun Prairie, WI

Surface Repair Using Form-and-Pour Techniques 2:36 pmPeter Emmons, President, STRUCTURAL, Hanover, MD

Surface Repair Using Form-and-Pump Techniques 2:48 pmPeter Emmons, President, STRUCTURAL, Hanover, MD

Vertical and Overhead Spall Repair by Hand Application 3:00 pmJ. Christopher Ball, Vice President, Vector Corrosion Technologies, Tampa, FL

Spall Guide to Concrete Repair Application Procedures 3:12 pmPeter Emmons, President, STRUCTURAL, Hanover, MD

120

Field Guide to Concrete Repair Application Procedures (cont.) C-JUNIOR A

Installation of Embedded Galvanic Anodes 3:24 pmDavid Whitmore, President, Vector Construction Ltd., Winnipeg, MB, Canada

Spall Repair by the Preplaced Aggregate Method 3:36 pmPatrick Watson, Senior Product Technical Specialist, BASF, Sun Prairie, WI

Leveling and Reprofiling of Vertical and Overhead Surfaces 3:48 pmH. Peter Golter, Senior Regional Sales Director, Oldcastle, Inc., Brooklyn Center, MN Slabjacking 4:00 pmFred Goodwin, Fellow Scientist, BASF Building Systems, Cleveland, OH Concrete Repair by Shotcrete Application 4:12 pmDavid Whitmore, President, Vector Construction Ltd., Winnipeg, MB, Canada

Methacrylate Flood Coat 4:24 pmJohn Lund, Principal of Investigative Engineering, Martin/Martin Consulting Engineers, Lakewood, CO Concrete Removal Using Hydrodemolition 4:36 pmDavid VanOcker, Principal/President, CVM Facilities Renewal, Oaks, PA

Bonded Cementitious Overlays 4:48 pmH. Peter Golter, Senior Regional Sales Director, Oldcastle, Inc., Brooklyn Center, MN


121


Structural Health Monitoring Technologies, Part 2 C-JUNIOR CSponsored by ACI Committee 444, Experimental Analysis for Concrete Structures

Session Co-Moderators: Branko Glisic Assistant Professor Princeton University Princeton, NJ

Hani H. A. Nassif Associate Professor Rutgers, The State University of

New Jersey Piscataway, NJ

Structural health monitoring (SHM) is a process aimed at providing accurate and timely information concerning structural health condition and performance. The information obtained from monitoring is generally used to plan and design maintenance activities, increase the safety, verify hypotheses, reduce uncertainty, and widen the knowledge concerning the structure being monitored. The technologies used to perform the SHM are continuously developing, and researchers and practitioners are not always aware of their market maturity, performances, and applicability. The aim of this session is to 1) pull together the knowledge on SHM technologies to raise awareness about them; 2) assess the current status of their market maturity, performances, and applicability and identify challenges; and 3) present SHM technologies (that is, their performance and applications) to a broader public through the use of presentations and a special publication (SP). The session is organized as a holistic overview and includes all aspects of monitoring.

By attending this session, attendees will be able to: 1. Identify the state-of-the-art SHM technologies, including their

performances, applications, and market maturity;2. Generalize the use of SHM technologies for various classes of

problems and structures;3. Examine how the SHM technologies can be used in evaluation

of the current conditions and performances of concrete structures; and

4. Analyze the benefits of SHM technologies regarding the preservation and the safety of concrete structures, and long-term management activities in general.

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Introduction 2:00 pmBranko Glisic, Assistant Professor, Princeton University, Princeton, NJ

Strain Sensing Sheets Based on Large-Area Electronics 2:05 pmBranko Glisic, Assistant Professor, Princeton University, Princeton, NJ; and Naven Verma, Assistant Professor, Princeton University

Low-Cost SHM with Advanced Data Management System 2:30 pmYoon-Si Lee, Assistant Professor of Civil Engineering, West Virginia University Institute of Technology, Montgomery, WV; and Faris Malhas, Bowling Green State University

SHM Methods to Quantify Steel-Concrete Debonding and Residual Capacity of Deteriorating RC Columns 2:55 pmPaolo Gardoni, Associate Professor, Texas A&M University, College Station, TX; David Trejo, Oregon State University; and Qindan Huang and Alexander Pagnotta, Texas A&M University Concrete Building, Monitoring Data, and Bayesian Epistemology 3:20 pmDaniele Zonta, Assistant Professor, University of Trento, Trento, Italy; Branko Glisic, Princeton University; Matteo Pozzi, University of Trento; Daniele Inaudi, SMARTEC SA; Joo Ming Lau, Housing and Development Board, Singapore; and Chor Cheong Fong, Toa Payoh Housing and Development Board, Singapore

Structural Health Decision-Making and Performance Prediction Using Monitoring Technologies 3:45 pmHelmut Wenzel, Manager/Director, VCE Vienna Consult Engineers, Vienna

Structural Health Monitoring from a State Bridge Owner’s Perspective 4:10 pmSreenivas Alampalli, Director of Structures Evaluation Services Bureau, NYSDOT, Albany, NY


123


Overview of Bridge SHM Applications from the Iowa DOT Perspective 4:35 pmAhmad Abu-Hawash, Chief Structural Engineer, Iowa Department of Transportation, Ames, IA; Ping Lu, Iowa Department of Transportation; and Brent Phares and Terry Wipf, Iowa State University



124


Technical Session In Honor of Robert Gulyas C-JUNIOR BSponsored by ACI Committees 223, Shrinkage-Compensating Concrete; 302, Construction of Concrete Floors; 345, Concrete Bridge Construction, Maintenance, and Repair; 360, Design of Slabs on Ground; and 515, Protective Systems for Concrete

Session Co-Moderators: Fred Goodwin Senior Development Scientist BASF Construction Chemicals LLC Beachwood, OH

Aimee Pergalsky Manager, National Business

Development The Euclid Chemical Company

Cleveland, OH

This symposium is a tribute to the late Robert Gulyas, who devoted his career and life to the betterment of concrete—starting from concept to execution to make it a quality concrete. These sessions will include presentations and highlight his many technical contributions to ACI and the concrete industry in general. Presentations that focus on Gulyas’s contributions in the field of flooring investigations; shrinkage-compensating concrete and bridge maintenance; petrography as a forensic tool; and support of concrete technology in Latin America, which will include an overview of construction failure case studies with lessons learned or sometimes not learned. Several presentations will highlight his contributions to concrete construction, the evaluation and repair of concrete structures in general, and transportation structures in particular.

By attending this session, attendees will be able to:1. Recall developments in shrinkage-compensating concrete,

bonded post-tensioning, concrete floor durability, petrographic forensic investigations, and bridge repair;

2. Discuss and disseminate current information and committee work in these and other areas of concrete technology;

3. Share many years of developments toward the current state of the art in self-consolidating, post-tensioned grouting, bridge overlays, and investigations into concrete deterioration; and

4. Describe our mutual experiences toward continued improvements in concrete technology and examples of our learning processes.

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Technical Session In Honor of Robert Gulyas (cont.) C-JUNIOR B

One (Hungarian) Concrete Petrographer’s Retrospective of the R.J. Gulyas Perspective of Concrete Petrography 2:00 pmAimee Pergalsky, Manager, National Business Development, The Euclid Chemical Company, Cleveland, OH

The Current State-of-the-Art in Floor Profile Measurement 2:30 pmAllen Face, President, Allen Face & Associates, Wilmington, NC

Robert Gulyas Developed the First High-Performance Tendon Grout 3:00 pmMichael Sprinkel, Associate Director, Virginia Center for Transportation Innovation and Research, Charlottesville, VA

Reynosa-Pharr International Bridge: Rapid Deck Overlay Re-Profiling Project 3:30 pmFernando Garcia Ayala, Engineer, Consultant BASF Mexicana, Tultitlán, Mexico

Bob’s Contribution to ACI Committee 223, Shrinkage- Compensating Concrete 4:00 pmHenry Russell, President, Henry G Russell Inc., Glenview, IL Open Discussion 4:30 pmFred Goodwin, Senior Development Scientist, BASF Construction Chemicals LLC, Beachwood, OH; and Jerry Holland, Structural Services, Inc.



126


Guest Social M-BRONZE AHosted by Mrs. Deb Hover

All registered guests are invited to join Mrs. Hover for light refreshments. This is a wonderful opportunity to get to know other registered guests and enjoy a refreshing break! A guest name badge is required to attend this event.

= Guest-only event

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Women in ACI Reception M-CROSSROADS

All registered convention attendees are invited to attend the Women in ACI Reception. This long-standing ACI tradition is a great opportunity to get to know other women in the concrete industry. A cash bar and light hors d’oeuvres will be available.

128


üRiverboat Cruise and Dinner on the Ohio River DEPART MILLENNIUM $110 U.S. per person

Take in the sights and sounds along the Ohio River with friends, colleagues, and other convention attendees on a dinner riverboat cruise. This will be an evening of great food, music, and fun that you won’t want to miss.

Transportation will be provided from the Millennium Hotel to the boat dock. Buses will begin boarding at 5:45 pm.


to the event, based on availability.

ü= Separate fee required

129


üReception in Honor of Andy Scanlon M-COLONNADE B$10 U.S. per person Please join other ACI attendees in honoring Andy Scanlon for his numerous contributions and accomplishments. A Professor of civil engineering at Pennsylvania State University for the past 24 years, Andy Scanlon has served the industry in many ways, including his role as Chair of ACI Committee 435, Deflection of Concrete Building Structures, and his involvement with ACI Committees 224, Cracking; 348, Structural Reliability and Safety; and 437, Strength Evaluation of Existing Concrete Structures.

In 2011, Andy received the Delmar L. Bloem Distinguished Service Award for his outstanding leadership on ACI Committee 435. He was elected a Fellow of ACI and ASCE in 1998 and 2003, respectively. The purpose of this reception, in addition to the technical sessions in his honor, is to recognize Andy for his outstanding long-time dedication to the concrete industry. Hors d’oeuvres and a cash bar will be available.


to the event, based on availability.

ü= Separate fee required

130

Tuesday, October 18, 20119:00 am - 12:00 pm

ACI 301 - Bridging Codes and Specifications C-JUNIOR CSponsored by ACI Committees 301, Specifications for Concrete, and E707, Specification Education

Session Co-Moderators: Michelle L. Wilson Director of Concrete Knowledge Portland Cement Association Skokie, IL

W. Calvin McCall Principal Concrete Engineering Specialists Charlotte, NC

ACI Committee 301 has just completed a comprehensive revision to the content of ACI 301, “Specifications for Structural Concrete.” This revision expanded the scope of ACI 301 and revised many of the requirements that have been in previous versions for many years.

The goal of this session is to show how the construction team should use ACI 301 when it’s referenced in project specifications, with an emphasis on bridging codes and specifications. Topics include modifications to many of the default requirements within the specifications and an introduction to new sections.

By attending this session, attendees will be able to:1. Understand the philosophy behind the ACI 301-10 document

and define its role as a reference specification;2. Recognize how the ACI 301-10 specification relates with ACI 318

building code requirements;3. Explain the roles of the architect, engineer, contractor, and

owner with regard to contract documents; and4. List some of the key default and optional requirements within

ACI 301-10.

Bridging Codes and Specifications 9:00 amW. Calvin McCall, Principal, Concrete Engineering Specialists, Charlotte, NC

General Requirements—The Foundation 9:50 amNicholas J. Carino, Consultant, Chagrin Falls, OH

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ACI 301 - Bridging Codes and Specifications (cont.) C-JUNIOR C

Materials and Construction—The Main Span 10:20 amKenneth C. Hover, Stephen Weiss Presidential Fellow, Cornell University, Ithaca, NY

Special Applications—An Alternate Route 10:50 amMichelle L. Wilson, Director of Concrete Knowledge, Portland Cement Association, Skokie, IL

New Sections—Completing the Bridge 11:20 amScott M. Tarr, Partner, Concrete Engineering Specialists, Dover, NH


132


Andy Scanlon Symposium on Serviceability and Safety of Concrete Structures: From Theory to Practice, Part 4 C-206Sponsored by ACI Committees 348, Structural Reliability and Safety , and 435, Deflection of Concrete Building Structures

Session Co-Moderators: Peter Bischoff Professor University of New Brunswick Fredericton, NB, Canada

Eric Musselman Assistant Professor University of Minnesota Duluth Duluth, MN






Control of Deflection in Concrete Slabs and Effects of Construction Loads 9:00 amPericles Stivaros, Vice President, Feld Kaminetzky & Cohen PC, Jericho, NY

Practical Deflection Prediction of Concrete Slabs 9:30 amJonathan Hirsch, Manager of Software Development, Bentley Systems, Inc., Seattle, WA; Eamonn Connolly, James McHugh Construction Co.; Allan Bommer, Bentley Systems, Inc.; and Flora Calabrese, Wiss, Janney, Elstner, Associates, Inc.

133

Andy Scanlon Symposium on Serviceability and Safety of Concrete Structures: Theory to Practice, Part 4 (cont.) C-206

Serviceability and Safety of Multi-Story Flat Plate Buildings: Effect of Lateral Forces 10:00 amAmin Ghali, Emeritus Professor, University of Calgary, Calgary, AB, Canada; and Ramez Gayed, Krupp Canada

Quantifying Deflection Variation in RC Beams Propagated from Microstructural Variability in Concrete Using Homogenization Technique 10:30 amMahmoud Reda Taha, Assistant Professor, University of New Mexico, Albuquerque, NM; and Jung Joong Kim and Tai Fan, University of New Mexico

Serviceability Performance of Concrete Beams with High Strength MMFX Reinforcement 11:00 amFaris Malhas, Professor, Bowling Green State University, Bowling Green, OH; and Hani H. A. Nassif, Rutgers, The State University of New Jersey

Influence of Construction Loading on Long-Term Slab Deflections 11:30 amRobert Vollum, Reader in Concrete Structures, Imperial College London, London, UK



134


Bridging Theory and Practice in the Greater Miami Valley C-JUNIOR DSponsored by ACI Greater Miami Valley Chapter

Session Moderator: Gregory Wagner Principal THP Limited Inc. Cincinnati, OH

For over a century, design professionals, contractors, and researchers in the Greater Miami Valley have embraced new technologies in the concrete industry, often serving as leaders in the practical application and understanding of new theories.

This session will present historical examples of projects in the region that used progressive technology in their design or construction. This session will also present an overview of ongoing research and testing in the region.

By attending this session, attendees will be able to:1. Explain the technology associated with the design and

construction of early cast-in-place high-rise buildings;2. Describe specialized formwork and concrete placement tech-

niques for certain architectural cast-in-place concrete elements;3. Understand the limitations and capabilities of testing large-

scale structural components; and4. Acquire knowledge of recently completed and in-progress

in-place tests of cast-in-place concrete pavements.

The Ingalls Building: World’s First Reinforced Concrete Skyscraper 9:00 amT. Michael Baseheart, Professor of Civil & Environmental Engineering, University of Cincinnati, Cincinnati, OH

Rosenthal Contemporary Arts Center 9:25 amDaniel Dorfmueller, President, d. p. dorfmueller co. inc., Lebanon, OH

The Ascent at Roebling’s Bridge 9:50 amJason Martin, Structural Engineer, THP Limited Inc., Cincinnati, OH

135

Bridging Theory and Practice in the Greater Miami Valley (cont.) C-JUNIOR D

Concrete Pavement Research and Testing in Greater Miami Valley 10:15 amJohn Davidson, Executive Director, Ohio Concrete Southwest, Liberty Twp, OH

University of Cincinnati Large Scale Test Facility 10:40 amBahram Shahrooz, PhD, PE, FACI, Professor of Structural Engineering, University of Cincinnati, Cincinnati, OH

Roebling Bridge 11:05 amThomas Kolber, Structural Engineer, Woolpert Inc., Dayton, OH

Replacement of Jeremiah Morrow Bridge 11:30 amJames Barnhart, Senior Engineer, Ohio Ready Mixed Concrete Association, Columbus, OH



136


Mass Concrete and Thermal Cracking, a Joint ACI-JCI Seminar, Part 1 C-JUNIOR BSponsored by ACI Committee 207, Mass Concrete

Session Co-Moderators: Jonathan Poole Senior Engineer CTLGroup Austin, TX

John Gajda Senior Engineer CTLGroup Skokie, IL

Thermal cracking and damage from other temperature-related issues are concerns for the construction of mass concrete in bridges, buildings, and power plants. Durability and, in some cases, structural integrity, can be affected by these issues. Learn about the mechanism of distress and some potential, practical solutions. This session is intended to help owners, designers, contractors, and concrete suppliers understand and address mass concrete concerns.

The presentations at these sessions will be almost equally divided between speakers from Japan and the U.S.

The speakers from Japan will detail a recently published English translation of a 2008 document by the Japanese Concrete Institute (JCI) regarding thermal crack control of mass concrete structures. The JCI guidelines are based on the latest control and analysis technologies for thermal cracking, which were developed from the past two decades of experience. The guidelines are based on the concepts for control of thermal cracking in the original guidelines and adopt a performance-based verification system.

The special features of the guidelines are:1. The basic principles of control of thermal cracking have

been clarified;2. By using 3D-FEM as a standard analysis technique, a new

diagram of probability for thermal cracking relating to thermal crack index was provided;

3. By using the latest data, design values of concretes that used different types of cement were provided, incorporating the physical properties at an early age;

137


Mass Concrete and Thermal Cracking, a Joint ACI-JCI Seminar, Part 1 (cont.) C-JUNIOR B

4. A simple equation for predicting crack width was provided, which uses the reinforcement ratio as a parameter and the thermal crack index; and

5. A simple equation for the thermal crack index was provided.

The speakers from the U.S. will describe a variety of topics related to mass concrete and thermal cracking. Several of the speakers will highlight current large projects and detail their project experiences with mass concrete construction.

By attending this session, attendees will be able to: 1. Acquire lessons learned from case studies of mass concrete

placements, including the Snoqualmie Falls Redevelopment project, Holtwood Hydro Station, and the Olmsted Dam;

2. Recognize the distress mechanisms in mass concrete and some potential, practical solutions;

3. Understand the JCI guidelines regarding thermal crack control for mass concrete structures; and

4. Define equivalent age and understand its relevance on the physical properties of mass concrete mixtures.

Details of the JCI Guidelines and the Special Features 9:00 amRyoichi Sato, Professor, Hiroshima University, Higashi- Hiroshima, Japan

High-Strength Mass Concrete and Fast Track Construction: Approach and Methodologies That Have Been Successfully Utilized 9:15 amSteve Williamson, Quality Control Director, Claxton Smith and Sons Concrete, Poca, WV Basis of Thermal Crack Control and Planning for Control of Thermal Cracking 9:45 amTakafumi Noguchi, Associate Professor, University of Tokyo, Tokyo, Japan

Equivalent Age and Physical Properties of Mass Concrete 10:15 amChristopher Ferraro, Assistant in Engineering, University of Florida, Gainesville, FL; and Mang Tia and Adrian Lawrence, University of Florida

138


Design Values of Materials’ Properties and 10:45 amTheir BackgroundsShigo Miyazawa, Research Associate, Ashikaga Institute of Technology, Ashikaga, Japan


139


Recent Development in Reinforced Concrete, Slab Analysis, Design, and Serviceability, Part 1 C-JUNIOR ASponsored by Joint ACI-ASCE Committee 421, Design of Reinforced Concrete Slabs

Session Co-Moderators: Mustafa Mahamid Structural Engineer GRAEF-USA Chicago, IL

Faris A. Malhas Dean and Professor Bowling Green State University Bowling Green, OH

Reinforced concrete slabs have a complex behavior and are vulnerable to different types of failures. In designing slabs, provisions for shear, shear reinforcement requirements, and moment transfer at the support are areas of continued research and advancement. Also, serviceability issues are important to the designers, especially with the advancement in materials used in concrete. As concrete slabs are the most widely used floor systems, it is essential to highlight the recent advancements in the analysis and design of this system. This session focuses on the recent developments, research, practical analysis, and design and serviceability issues encountered in studies performed on reinforced concrete slabs and in practice.

By attending this session, attendees will be able to:1. Recognize the recent advances in analysis and design of

concrete slab systems;2. Identify the serviceability issues relevant to designers;3. Understand the punching shear capacity failure mode for

concrete slabs and how to evaluate it; and 4. Trace the historical development of code provisions for two-way

slab design.

Performance of Reinforced Concrete Slab-Column Connections with Shearbands 9:00 amThomas Kang, Assistant Professor, Seoul National University, Seoul, Korea

140

Recent Development in Reinforced Concrete, Slab Analysis, Design, and Serviceability, Part 1 C-JUNIOR A

Unbonded Post-Tensioned Slabs Development and Repair Systems Using CFRP 9:35 amPinaki Chakrabarti, Professor, California State University, Fullerton, CA

Evaluating Punching Shear Strength of Slabs without Shear Reinforcement Using Artificial Neural Networks 10:10 amAly Said, Assistant Professor, University of Nevada, Las Vegas, Las Vegas, NV

Punching Shear Capacity of Reinforced Concrete Flat Slabs: A Comparison between Analytical and Experimental Analysis 10:45 amHimat Solanki, Professional Engineer, Sarasota County Government, Sarasota, FL

Structural Evaluation of Reinforced Concrete One-Way Slab by In-Situ Load Testing 11:20 amAntonio De Luca, Post-Doctorial Associate, University of Miami, Coral Gables, FL

Tuesday, October 18, 20119:30 am - 11:30 am

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Exhibitor Demonstrations C-BALLROOM FOYER

Exhibitors will demonstrate the capabilities of their products and services. Presentations may demonstrate equipment operation, introduce new products, demonstrate software capabilities, or describe the service provided by each participating company. These presentations may include PowerPoint shows, videos, and hands-on workshops. Each demonstration will conclude with a question and answer period. Attendees representing all areas of the concrete industry will find the demonstrations both interesting and educational. Learn more about the products and services offered by the following companies.

Tuesday Exhibitor Demonstration Schedule

Time Exhibitor Presentation/Demo Title

9:45 amSIMCO

Technologies, Inc.

Concrete Characterization for Service Life with

STADIUM® Lab

10:30 amSensors & Software,

Inc.

Capabilities of Conquest Ground Penetrating Radar

(GPR) System

11:15 am GSSILatest Advancements in

Ground Penetrating Radar




142

Tuesday, October 18, 201112:00 pm - 2:00 pm

üContractors’ Day Lunch C-233$34 U.S. per personHosted by the ACI Greater Miami Valley Chapter and the Construction Liaison Committee

Speaker: David F. Cooper Chief Warrant Officer U.S. Army Special

Operations Fort Bragg, NC

Topic: Quitting is Never an Option

Join other ACI attendees and contractors for the Contractors’ Day Lunch. Enjoy a special presentation from featured speaker Chief Warrant Officer 5, David F. Cooper. He will discuss lessons learned from Iraq combat missions that apply to all of us.

Chief Warrant Officer 5 David F. Cooper, a Cincinnati, Ohio, area native, volunteered for military service in March 1985. After completing basic training at Fort Jackson, South Carolina, he attended the Warrant Officer Basic Course and Army Flight School at Fort Rucker, Alabama, and then the AH-64 Apache Aircraft Qualification Course. In 1994, Cooper applied to and successfully assessed for service with the 160th Special Operation Aviation Regiment (Airborne) at Fort Campbell, Kentucky. Since qualifying on the AH-6 Little Bird helicopter in 1995, his assignments as a Night Stalker have included Fully Mission Qualified Pilot, Instructor Pilot, Operations Officer, and Battalion Flight Lead. Cooper previously served as the 160th SOAR (A) Regiment Senior Warrant Officer. He currently serves as the Regiment’s Strategic Communications Officer.

Cooper is a combat veteran with numerous deployments in support of operations Desert Storm, Enduring Freedom-Afghanistan, and Iraqi Freedom.

PREREGISTRATION IS REQUIRED TO ATTEND. Tickets may be purchased at the ACI Registration Desk up to 24 hours prior to

the event, based on availability. Please notify the ACI Registration Desk if you have any dietary restrictions.


143


Achieving Sustainability with Prestressed Concrete C-JUNIOR CSponsored by ACI Committee 363, High-Strength Concrete, and Joint ACI-ASCE Committee 423, Prestressed Concrete

Session Co-Moderators: Micah Hale Associate Professor University of Arkansas Fayetteville, AR

John Myers Associate Professor Missouri University of Science &


This session focuses on achieving sustainability through the use of high-strength/high-performance concrete in prestressed concrete members.

This session will benefit practicing engineers who are interested in the sustainability options that prestressed concrete offers.

By attending this session, attendees will be able to:1. Identify potential energy and environmental benefits from

using precast/prestressed or post-tensioned concrete;2. Determine the types of prestressed concrete applications that

can most effectively use sustainable benefits;3. Select concrete mixture proportions to increase the design life

and reduce the maintenance costs of a structure; and4. Quantify the sustainable benefits of using precast/prestressed

or post-tensioned concrete structures.


Prestressed Concrete Applications for Sustainability 2:00 pmAndrea Schokker, Professor and Head of Civil Engineering, University of Minnesota Duluth, Duluth, MN

Sustainable Attributes of Recent Precast/Prestressed Concrete Projects 2:30 pmDean Frank, Director of Quality Programs, Precast/Prestressed Concrete Institute, Plainfield, IL

144

Achieving Sustainability with Prestressed Concrete (cont.) C-JUNIOR C

Potential LEED Considerations for Post-Tensioned Concrete Structures 3:00 pmThomas Kang, Assistant Professor, Department of Architecture and Architectural Engineering, Seoul National University, Seoul, Korea; Amy Backel, University of Oklahoma; and Martin Maingot, Cary Kopczynski and Inc.

Improving Sustainability and Durability Using Supplementary Cementitious Materials in Prestressed Concrete 3:30 pmTrey Hamilton, Associate Professor, University of Florida, Gainesville, FL

Use of High-Strength Self-Consolidating Prestressed Concrete for Achieving Sustainability under Rapid Construction 4:00 pmJohn Myers, Associate Professor, Missouri University of Science & Technology, Rolla, MO; and Kurt Bloch and Wei Zheng, Missouri University of Science & Technology

Sustainable Design of Concrete Buildings with Post-Tensioning 4:30 pmPawan Gupta, Technical Director, URS Corporation, Metairie, LA; and C. Nicholas Watry, URS Corporation



145


Contractors’ Day Session: Challenges and Other Endurances for the Concrete Contractor C-JUNIOR D Sponsored by the ACI Greater Miami Valley Chapter

Session Moderator: Dan Baker President Baker Concrete Construction, Inc. Monroe, OH

This special session addresses many of the issues that we as contractors are faced with on a daily basis.

By attending this session, attendees will be able to: 1. Identify weather considerations relevant to concete placement

that affect the concrete crew; 2. Understand the causes and remedies for concrete cracking; 3. Recognize the importance of an air-void system to freezing-and-

thawing durability; and4. Understand strategies to coordinate equipment, materials, and

staffing for large concrete pours.

Concrete and the Concrete Crew Weather Considerations 2:00 pmKenneth C. Hover, Professor of Civil and Environmental Engineering, Cornell University, Ithaca, NY

Concrete and the Concrete Crack 2:30 pmKim Basham, Senior Structural Engineer, KB Engineering LLC, Cheyenne, WY

Freeze Thaw—A Closer Look 3:00 pmJames Fletcher, Vice President and Director of Laboratory Services, Bowser-Morner, Inc., Dayton, OH

Beam Strength Testing—Reduce the Trauma! 3:30 pmRoss Martin, President, Ross Martin Consultants, Naples, FL

Really Big Pours 4:00 pmRonald Kozikowski, Materials Engineer, Concrete Engineering Specialists, Dover, NH

146


Contractors’ Day Session: Challenges and Other Endurances for the Concrete Contractor (cont.) C-JUNIOR D

Corrosion of Steel in Concrete 4:30 pmJorge Costa, Vice President, Structural Technologies, Pompano Beach, FL

147


Open Paper Session C-206Sponsored by ACI Committee 123, Research and Current Developments

Session Co-Moderators: Sulapha Peethamparan Assistant Professor Clarkson University Potsdam, NY

Jinying Zhu Assistant Professor University of Texas at Austin Austin, TX

The Open Paper Session is a forum for presenting recent technical information that could not be scheduled into other convention sessions.

By attending these sessions, attendees will be able to:1. Recognize new and emerging technology in the design and

evaluation of concrete systems;2. Understand the potential benefits and applications for new

materials;3. Acquire information on recent advances in concrete

technology; and4. Get up-to-date information on the latest research trends in the

concrete industry.

Damage Characterization of Concrete Structures Using Acoustic Emission 2:00 pmAaron Larosche, Graduate Research Assistant, University of South Carolina, Columbia, SC; and Jesè Mangual, University of South Carolina

Tension Stiffening Behavior of Steel Fiber Reinforced Concrete with Conventional Rebar 2:20 pmSeong-Cheol Lee, Postdoctoral Researcher, Department of Civil Engineering, University of Toronto, Toronto, ON, Canada; Jae-Yeol Cho, Seoul National University; and Frank J. Vecchio, University of Toronto

148

Open Paper Session (cont.) C-206

High-Performance Lightweight Concrete (100-Year Service Life) for IHNC Bypass: Barge Gate 2:40 pmDale Berner, President, Ben C. Gerwick, Inc., Oakland, CA; and Earl Piermattei and David Harder, Ben C. Gerwick Inc.

Full-Scale Testing of Florida I-Beams 3:00 pmBrandon E. Ross, Graduate Research Assistant, Department of Civil and Coastal Engineering, University of Florida, Gainesville, FL

Early-Age Creep Modeling of Concrete 3:20 pmBenjamin E. Byard, Graduate Research Assistant, 101F Harbert Engineering Center, Auburn University, Alabama; and Anton K. Schindler, Auburn University

Simplified Axial-Flexural Interaction Curves of Concrete-Filled FRP Tubes for Design Guidelines 3:40 pmPedram Sadeghian, Postdoctoral Fellow, Department of Civil Engineering, Queen’s University, Kingston, ON, Canada; and Amir Fam, Queen’s University

Modification of Standard Chemical Shrinkage Test for Cementitious Systems: Implications on Internal Curing for High Performance Concrete 4:00 pmTengfei Fu, Graduate Research Assistant, Oregon State University, School of Civil & Construction Engineering, Corvallis, OR; and Tyler Deboodt and Jason H. Ideker, Oregon State University

Structural Health Monitoring of Concrete Structures Using a Carbon Nanotube-Based Composite Sensing Layer 4:20 pm Thomas Schumacher, Assistant Professor, Department of Civil and Environmental Engineering and Center for Innovative Bridge Engineering, University of Delaware, Newark, DE; and Erik T. Thostenson, University of Delaware

Tomography of Concrete by Air-Coupled Ultrasonic Measurements 4:40 pmKerry S. Hall, Graduate Research Assistant, Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana, IL; and John S. Popovics, University of Illinois at Urbana-Champaign


149


Mass Concrete and Thermal Cracking, a Joint ACI-JCI Seminar, Part 2 C-JUNIOR BSponsored by ACI Committee 207, Mass Concrete

Session Co-Moderators: Jonathan Poole Senior Engineer CTLGroup Cedar Park, TX

Darrell Elliott Manager of Technical Services Buzzi Unicem USA Metaire, LA

Thermal cracking and damage from other temperature-related issues are concerns for the construction of mass concrete in bridges, buildings, and power plants. Durability and, in some cases, structural integrity, can be affected by these issues. Learn about the mechanism of distress and some potential, practical solutions. This session is intended to help owners, designers, contractors, and concrete suppliers understand and address mass concrete concerns.

The presentations at these sessions will be almost equally divided between speakers from Japan and the U.S.

The speakers from Japan will detail a recently published English translation of a 2008 document by the Japanese ConcreteInstitute (JCI) regarding thermal crack control of mass concrete structures. The JCI guidelines are based on the latest control and analysis technologies for thermal cracking, which were developed from the past two decades of experience. The guidelines are based on the concepts for control of thermal cracking in the original guidelines and adopt a performance-based verification system. The special features of the guidelines are:1. The basic principles of control of thermal cracking have been

clarified;2. By using 3D-FEM as a standard analysis technique, a new

diagram of probability for thermal cracking relating to thermal crack index was provided;

3. By using the latest data, design values of concretes that used different types of cement were provided, incorporating the physical properties at an early age.

150



4. A simple equation for predicting crack width was provided, which uses the reinforcement ratio as a parameter and the thermal crack index; and

5. A simple equation for the thermal crack index was provided. The speakers from the US will describe a variety of topics related to mass concrete and thermal cracking. Several of the speakers will highlight current large projects and detail their project experiences with mass concrete construction.

By attending this session, attendees will be able to: 1. Acquire lessons learned from case studies of mass concrete

placements, including the Snoqualmie Falls Redevelopment project, Holtwood Hydro Station, and the Olmsted Dam;

2. Recognize the distress mechanisms in mass concrete and some potential, practical solutions;

3. Understand the JCI guidelines regarding thermal crack control for mass concrete structures; and

4. Define equivalent age and understand its relevance on the physical properties of mass concrete mixtures.

In-Situ Temperature Rise in Reinforced Structural Mass Concrete 2:00 pmKatie Bartojay, Civil Engineer, U.S. Bureau of Reclamation, Denver, Co

Thermal Stress Analysis and Verification Procedures for Thermal Cracking and Their Backgrounds 2:30 pmToshiaki Mizobuchi, Professor, Hosei University, Tokyo, Japan

Temperature Control and Cracking, Snoqualmie Falls Redevelopment Project 3:00 pmNick Patch, Project Engineer, Barnard Construction Company Inc., Bozeman, MT

151



Construction Practice, Inspection, and 3:30 pm Verification Examples Tomoko Ishida, Scientist, Obayaski Corporation, Nagara, Switzerland

Shear and Tensile Testing of Large RCC Blocks 4:00 pmStephen Tatro, Principal, Tatro Hinds Advanced Concrete Engineering, Walla Walla, WA; and Jim Hinds, Tatro Hinds Advanced Concrete Engineering

Experiences with Mass Concrete Construction at the Holtwood Hydro Station 4:30 pmJoseph DeFiore, Assistant Project Manager, Walsh Construction Company, Holtwood, PA; and Alison Bernero, Walsh Construction Company

152


Recent Development in Reinforced Concrete, Slab Analysis, Design, and Serviceability, Part 2 C-JUNIOR ASponsored by Joint ACI-ASCE Committee 421, Design of Reinforced Concrete Slabs

Session Moderator: Mustafa Mahamid Structural Engineer GRAEF-USA Chicago, IL

Reinforced concrete slabs have a complex behavior and are vulnerable to different types of failures. In designing slabs, provisions for shear, shear reinforcement requirements, and moment transfer at the support is an area of continues research and advancement. Also, serviceability issues are important to the designers, especially with the advancement in materials used in concrete. As concrete slabs are the most widely used floor system, it is essential to highlight the recent advancements in the analysis and design of this system. This session focuses on the recent developments, research, practical analysis and design issues, and serviceability issues encountered in studies performed on reinforced concrete slabs and in practice.

By attending this session, attendees will be able to:1. Recognize the recent advances in analysis and design of

concrete slab systems;2. Identify the serviceability issues relevant to designers;3. Understand the punching shear capacity failure mode for

concrete slabs and how to evaluate it; and 4. Trace the historical development of code provisions for

two-way slab design.

Reinforced Concrete Slab Design of the St. Cloud Hospital East Addition 2:00 pmMatthew Smith, Graduate Engineer, Meyer Borgman Johnson, Minneapolis, MN

153


Recent Development in Reinforced Concrete, Slab Analysis, Design, and Serviceability, Part 2 (cont.) C-JUNIOR A

Flexural Reinforcement Essential for Punching Shear Resistance of Slabs 2:30 pmAmin Ghali, Professor and PhD, University of Calgary, Calgary, AB, Canada

Design & Construction of Steel Fiber Reinforced Pile Supported Slabs 3:00 pmJeffrey Novak, Technical Manager—Dramix Steel Fibers, Bekaert Corporation, Marietta, GA

Requirements for Seismic-Resistant Flat Plates: Strength and Ductility 3:30 pmAmin Ghali, Professor and PhD, University of Calgary, Calgary, Alberta, Canada

Shear Capacity of Reinforced Concrete Slabs Loaded Close to the Support: Laboratory Investigation 4:00 pmEva Lantsoght, Student, Delft University of Technology, Delft, the Netherlands

Historical Perspective on the Evolution of Two-Way Slab Design 4:30 pmMahmoud Kamara, Senior Structural Engineer, Portland Cement Association, Skokie, IL

154


Faculty Network Reception M-CROSSROADSFaculty members and students are invited to attend this informal reception. During this time, you will have an opportunity to exchange ideas and network. Light hors d’oeuvres and a cash bar will be available.

155


Concrete Mixer UNION TERMINALSponsored by the ACI Greater Miami Valley Chapter

Originally built in 1933 as the Union Terminal train station, the building was declared a National Historic Landmark in 1977. In the late 1980s, the building was renovated and then reopened as Cincinnati Museum Center in 1990. Attendees will be greeted by the 10-story, arched, limestone and glass façade of the building. Upon entering, you will be able to stroll through the museum exhibits while enjoying hors d’oeuvres and drinks and networking with fellow convention attendees. Hosted by the ACI Greater Miami Valley Chapter, this is a Concrete Mixer you won’t want to miss as you explore the history of the Midwest. Buses will depart from 5th Street outside the Millennium Hotel, beginning at 6:00 pm.

Buses will begin departing from the Convention Center at 5:30 pm.

156

Wednesday, October 19, 20119:00 am - 12:00 pm

CLSM from Practice to Theory C-JUNIOR ASponsored by ACI Committee 229, Controlled Low-Strength Materials

Session Moderator: Charles Pierce Associate Professor University of South Carolina Columbia, SC

Controlled low-strength material (CLSM) is a versatile construction material that can be used to solve challenging problems where conventional concrete or earthen fills do not provide the optimal solutions. The development of CLSM products for a broad range of applications is often practice-driven. This session will demonstrate how the unique properties of CLSM can be adjusted through the selection and proportioning of its components to meet project demands.

By attending this session, attendees will be able to: 1. Explain sustainable benefits of CLSMs;2. Compare the mixture components and mixture proportions of

conventional (unfoamed) and low-density (foamed) CLSMs;3. Recognize how to adjust engineering properties of CLSMs to

meet performance specifications in a diverse range of applications; and

4. Identify the various placement and assessment methods for CLSMs.

Introduction 9:00 amCharles Pierce, Associate Professor, University of South Carolina, Columbia, SC

Production and Use of Green CLSM for Sustainability 9:05 amBruce Ramme, Vice President, We Energies, Milwaukee, WI Low-Density Controlled Low-Strength Material... How Practice Leads to Theory 9:30 amEdward Glysson, Director of Research & Operations, Elastizell Corporation of America, Dexter, MI; and Milton Gomez, Cellular Concrete LLC

157


CLSM from Practice to Theory (cont.) C-JUNIOR A

Use of CLSM as Bedding Materials for Large-Sized Steel Penstock 9:55 amNausherwan Hasan, Consulting Engineer, URS Corporation, New York, NY

Radioactive Waste Encapsulation with Flowable CLSM 10:20 amPeter Yen, Principal Engineer, Bechtel National Inc., San Fransisco, CA; and Georg Bergemann, Construction Techniques Inc.

Development of a CLSM to Simulate Wet Soil Conditions or Mud 10:45 amBrian Green, Research Geologist, USAE Engineer Research and Development Center, Vicksburg, MS

CLSM Challenges and Successes in Hawaii 11:10 amTimothy Folks, Manager of Technical Services, Hawaiian Cement, Aiea, HI

Effects of Shape and Texture of Recycled Organic Aggregate on CLSM Properties 11:35 amCharles Pierce, Associate Professor, University of South Carolina, Columbia, SC; and Larry Brown, Professional Service Industries, Inc.


158


Multi-Type Durability Attack, Part 1 C-JUNIOR BSponsored by Committees 201, Durability of Concrete, and 236, Material Science of Concrete

Session Co-Moderators: Tyler Ley Assistant Professor of Civil and

Environmental Engineering Oklahoma State University Stillwater, OK

Donald J. Janssen Associate Professor of Civil Engineering University of Washington Seattle, WA

Concrete durability is often examined one mechanism at a time. For example, freezing-and- thawing attack could be examined or alkali-silica reaction could be examined. But natural exposure conditions can simultaneously subject concrete to multiple attack mechanisms, which can result in a more severe attack than if the mechanisms were evaluated separately. These sessions will present information on the combined effects of different durability mechanisms that could be present at the same time in actual concrete installations.

By attending these sessions, attendees will be able to:1. Recognize a variety of different durability-related deterioration

mechanisms;2. Appreciate the potential interactions between durability

mechanisms;3. Understand why laboratory and field behaviors can differ when

durability is concerned; and4. Develop approaches for producing durable concrete when more

than one durability-attack mechanism could be involved.

Durability of Concrete to Sulfate Attack under Combined Cyclic Environments and Flexural Loading 9:00 amMohamed Tamer Bassuoni, Lecturer in Concrete Structure, University of Nottingham, Nottingham, UK; and Moncef Nehdi, University of Western Ontario

Durability of Concrete Subjected to Potassium Acetate Deicer 9:30 amPrasad Rangaraju, Assistant Professor, Clemson University, Clemson, SC; and David Wingard, Clemson University

159


Multi-Type Durability Attack, Part 1 (c0nt.) C-JUNIOR B

Sulfate Attack and Physical Salt Attack on Concrete 10:00 amHarvey Haynes, Consulting Concrete Engineer, Haynes & Associates, Oakland, CA

Chemical, Biological, and Physical Deterioration Mechanisms in Concrete Piling Along Georgia’s Coastline 10:30 amR. Brett Holland, PhD Candidate, Georgia Institute of Technology, Atlanta, GA; and Robert D. Moser, Lawrence F. Kahn, and Kimberly Kurtis ,Georgia Institute of Technology

Combined Physical and Chemical Effects of Deicers on Concrete 11:00 amR. Doug Hooton, Professor, University of Toronto, Toronto, ON, Canada; Gustavo Julio-Betancourt, Holcim Canada, Inc.; and Sonia Ghajar, University of Toronto

The Interplay between Alkali-Silica Reaction (ASR) and Delayed Ettringite Formation (DEF) in Laboratory and Field Concrete 11:30 amKevin Folliard, Professor of Civil Engineering, University of Texas at Austin, Austin, TX; Michael Thomas, University of New Brunswick; and Thano Drimalas, University of Texas at Austin


160


Rapid Nondestructive Testing of Reinforced Concrete Bridge Decks—From Theory to Practice, Part 1 C-JUNIOR CSponsored by ACI Committees 228, Nondestructive Testing of Concrete, and 342, Evaluation of Concrete Bridges and Bridge Elements

Session Co-Moderators: Jeffrey Smith Structures Engineer Federal Highway Administration,

KY Division Frankfort, KY

Jacob Bice Associate Structural Diagnostic Services,

Walter P Moore Houston, TX

Visual inspection is the primary tool used to inspect and assess the condition of concrete bridge decks. However, current policies and practices of many state DOTs may affect the accuracy and reliability of visual inspections. The public is demanding that lane closures and traffic restrictions for any reason be minimal; and, in some cases, they are not acceptable. This can severely impact the bridge owner’s ability to obtain the information on the condition of bridge components necessary to make good, informed decisions for maintenance and rehabilitation. This is especially true for bridges decks that are being subjected to increasingly larger live loads and deicer applications. Nondestructive testing (NDT) techniques can be used to identify bridge deck deterioration— including probable causes while reducing traffic.

Such techniques can also be used to monitor bridge deck performance, determine proper maintenance strategies, and improve the design and construction of bridge deck rehabilitations. The data obtained can be used in asset management systems to help provide a longer-lasting, more durable, and ultimately a more sustainable infrastructure.

161


Rapid Nondestructive Testing of Reinforced Concrete Bridge Decks—From Theory to Practice, Part 1 (cont.) C-JUNIOR C

By attending this session, attendees will be able to:1. Name NDT techniques that can be used to identify bridge

deck deterioration;2. Recognize differences between various NDT techniques;3. Describe how NDT techniques can be used to monitor bridge

deck performance; and4. Summarize how NDT results can be used.

Introduction 9:00 amJeffrey Smith, Structures Engineer, Federal Highway Administration, Frankfort, KY

High-Speed Bridge Deck Condition Scanning for Rehabilitation Planning and Prioritization 9:05 amKenneth Maser, President, Infrasense Inc., Arlington, MA

Ultra-Efficient, Complete Bridge Asset Management Information 9:45 amGary Weil, Chief Technology Officer, EnTech Engineering, Inc., St. Louis, MO Vehicle-Mounted Bridge Deck Scanner 10:25 amYajai Tinkey, Research Engineer, Olson Engineering, Wheat Ridge, CO

Implementation of a Rapid Acoustic Scanning Method for Bridge Deck NDE 11:05 amJohn S. Popovics, Associate Professor, University of Illinois, Urbana, IL


162


Silica Fume Concrete Field Applications and Performance C-206Sponsored by ACI Committee 234, Silica Fume in Concrete

Session Moderator: Robert Hoopes Senior Technical Services Engineer W. R. Grace & Co. Cambridge, MA

Topics will include the use and performance of silica fume concrete in parking structures, bridges, marine structures, self-consolidating concrete, tall towers, grouts, and underwater concrete.

By attending this session, attendees will be able to:1. Understand and explain the many current applications of silica

fume in concrete;2. Discuss the impact of silica fume on rheology when used in

concrete, self-consolidating concrete, grout, and shotcrete;3. Access methods to successfully pump silica fume concrete in

tall towers; and4. Demonstrate how using silica fume concrete in bridges and

parking structures can increase their service life and reduce life-cycle costs.

Parking Structures 9:00 amAnthony Kojundic, Business Manager, Elkem Materials Inc., Pittsburgh, PA

Use of Silica Fume Concrete in Bridges 9:30 amTarif Jaber, President and Principal, Jaber Engineering Consulting Inc., Scottsdale, AZ

Rheology and Silica Fume (Practical) 10:00 amEckart Buhler, Manager Engineering, Norchem, Inc., Jupiter, FL

Effect of Silica Fume on Rheology and Workability of Cement Based Materials 10:30 amKamal Khayat, Professor, University of Sherbrooke, Sherbrooke, QC, Canada

163


Silica Fume Concrete Field Applications and Performance (cont.) C-206

Modeling the Performance Advantages of Concretes Containing Silica Fume 11:00 amNeal S. Berke, Vice President, Materials Science, Tourney Consulting Group, Kalamazoo, MI

Tall Towers (Pumping and Placement) 11:30 amJames Aldred, Principal Professional, AECOM, Sydney, Australia; and Fouad Yazbeck, Readymix Abu Dhabi


164

Wednesday, October 19, 20112:00 pm - 5:00 pm

Multi-Type Durability Attack, Part 2 C-JUNIOR BSponsored by ACI Committees 201, Durability of Concrete, and 236, Material Science of Concrete

Session Co-Moderators: Sulapha Peethamparan Assistant Professor of Civil and

Environmental Engineering Clarkson University Potsdam, NY

Donald J. Janssen Associate Professor of Civil Engineering University of Washington Seattle, WA

Concrete durability is often examined one mechanism at a time. For example, freezing and-thawing attack could be examined or alkali-silica reaction could be examined. But natural exposure conditions can simultaneously subject concrete to multiple attack mechanisms, which can result in a more severe attack than if the mechanisms were evaluated separately. These sessions will present information on the combined effects of different durability mechanisms that could be present at the same time in actual concrete installations.

By attending these sessions, attendees will be able to:1. Recognize a variety of different durability-related deterioration

mechanisms;2. Appreciate the potential interactions between durability

mechanisms;3. Understand why laboratory and field behaviors can differ when

durability is concerned; and4. Develop approaches for producing durable concrete when more

than one durability-attack mechanism could be involved.

Durability Interactions and Service Life Modeling 2:00 pmErika Holt, Research Scientist, VTT Building Technology, Espoo, Finland

165


Multi-Type Durability Attack, Part 2 (cont.) C-JUNIOR B

Performance of Reactive Powder Concrete (RPC) and Ultra-High Performance Concrete (UHPC) in a Marine Environment and Subjected to Freezing and Thawing 2:30 pmBrian Green, Research Geologist, USAE Engineer Research and Development Center, Vicksburg, MS; and Michael Thomas, University of New Brunswick

Residual Stress Development in Restrained Concrete Elements and the Role of Micro Cracking and Through Cracking on Fluid Transport and Corrosion 3:00 pmW. Jason Weiss, Professor, Purdue University, West Lafayette, IN; and Kambiz Raoufi, Mohammad Pour-Ghaz, and Tim Barrett, Purdue University ASR and Freeze-Thaw Damage in a Prestressed Water Tank 3:30 pmDavid Rothstein, Petrographer, DRP Consulting Inc., Boulder, CO

Failures of Jointed Concrete Pavements from a Combination of Mechanisms 4:00 pmTyler Ley, Assistant Professor, Oklahoma State University, Stillwater, OK; and Robert Frazier, Oklahoma State University

Ettringite and Freeze-Thaw Damage 4:30 pmTyler Ley, Assistant Professor, Oklahoma State University, Stillwater, OK; and Donald J. Janssen, University of Washington


166


Promoting the Planning, Design, and Construction of Sustainable Infrastructure: The Institute for Sustainable Infrastructure’s envision™ Sustainability Rating System C-206Sponsored by ACI Committee 130, Sustainability of Concrete

Session Moderator: Larry Rowland Manager, Marketing Technical Services Lehigh Cement Company Allentown, PA

Infrastructure managers are challenged to deliver more sustainable solutions for our nation’s transportation, water, and other infrastructure systems. What does that mean and how do we meet that challenge? The envision™ rating system infrastructure rating system, administered by the Institute for Sustainable Infrastructure in conjunction with the American Council of Engineering Companies, American Public Works Association, and American Society of Civil Engineers, will provide an objective framework and guidance to owners, planners, designers, and material and equipment s uppliers to deliver desirable solutions. The envision™ addresses a need beyond the approaches developed by the U.S. Green Building Council for the vertical infrastructure market and addresses a broad set of public and project needs associated with horizontal infrastructure projects. This session will provide a valuable forum on the envision™ rating system that is now open for public comment through late 2011. The envision™ is a two-part rating system providing both a guide to the effective planning of sustainable projects and the use of best management practices to achieve more efficient use of materials and resources. The rating system includes a series of 10 primary criteria and 74 sub-criteria along with a graduated performance achievement assessment. Application of the envision™ approach will guide engineers, owners, constructors, regulators, and policymakers to provide more effective levels of reliability, resilience, efficiency, organizational adaptability, and overall project performance. The Institute will have a formal program for assessors who will be trained in the application of the rating systems, and recognition of performance will be through an independent third-party verification process. During this ACI session, participants will be provided a detailed review, description of applications, and a time line for submittal of public comments. Project recognition is expected to begin in 2012.

167


Promoting the Planning, Design, and Construction of Sustainable Infrastructure: The Institute for Sustainable Infrastructure’s envision™ Sustainability Rating System (cont.) C-206

By attending this session, attendees will be able to:1. Name the founding members of the Institute for Sustainable

Infrastructure—namely, the American Council of Engineering Companies (ACEC), the American Public Works Association (APWA), and the American Society of Civil Engineers (ASCE);

2. Accurately relate the application process and the time line for submittal of public comments;

3. Identify at least three of the key audiences of the envision™ infrastructure rating system, administered by the Institute for Sustainable Infrastructure;

4. Identify both parts of this two-part rating system, and correctly describe the objectives of envision™ to providing both a guide to the effective planning of sustainable projects and the use of best management practices to achieve more efficient use of materials and resources; and

5. Summarize the verification process employed by the envision™ program.


Introduction 2:00 pmLarry Rowland, Manager, Marketing Technical Services, Lehigh Cement Company, Allentown, PA

Overview 2:10 pmPeter Binney, Director of Sustainable Infrastructure, Merrick & Company, Aurora, CO

envisionTM Program Details 3:00 pmPeter Binney, Director of Sustainable Infrastructure, Merrick & Company, Aurora, CO; and Howard LaFever, GHD


168

Promoting the Planning, Design, and Construction of Sustainable Infrastructure: The Institute for Sustainable Infrastructure’s envision™ Sustainability Rating System (cont.) C-206

Question-and-Answer Period 4:30 pmPeter Binney, Director of Sustainable Infrastructure, Merrick & Company, Aurora, CO; and Howard LaFever, GHD


169


Rapid Nondestructive Testing of Reinforced Concrete Bridge Decks—From Theory to Practice, Part 2 C-JUNIOR CSponsored by ACI Committee 228, Nondestructive Testing of Concrete, and 342, Evaluation of Concrete Bridges and Bridge Elements

Session Co-Moderators: Jeffery Smith Structures Engineer Federal Highway Administration,

KY Division Frankfort, KY

Jacob Bice Associate Structural Diagnostic Services,

Walter P Moore Houston, TX

Visual Inspection is the primary tool used to inspect and assess the condition of concrete bridge decks. However, current policies and practices of many state DOTs may affect the accuracy and reliability of visual inspections. The public is demanding that lane closures and traffic restrictions for any reason be minimal and, in some cases, they are not acceptable. This can severely impact the bridge owner’s ability to obtain the information on the condition of bridge components necessary to make good, informed decisions for maintenance and rehabilitation. This is especially true for bridges, decks that are being subjected to increasingly larger live loads and deicer applications. Nondestructive testing (NDT) techniques can be used to identify bridge deck deterioration— including probable causes—while reducing traffic.

Such techniques can also be used to monitor bridge deck performance, determine proper maintenance strategies, and improve the design and construction of bridge deck rehabilitations. The data obtained can be used in asset management systems to help provide longer-lasting, more durable, and ultimately a more sustainable infrastructure.

170


Rapid Nondestructive Testing of Reinforced Concrete Bridge Decks—From Theory to Practice, Part 2 (cont.) C-JUNIOR C

By attending this session, attendees will be able to:1. Name nondestructive testing (NDT) techniques that can be used

to identify bridge deck deterioration;2. Recognize differences between various NDT techniques;3. Describe how NDT techniques can be used to monitor bridge

deck performance; and4. Summarize how NDT results can be used.

Comparison of Low-Speed and High-Speed Ground Penetrating Radar Methods for Bridge Deck Condition Evaluation 2:00 pmKenneth Maser, President, Infrasense Inc., Arlington, MA

Utilization of Ground Penetrating Radar (GPR) to Determine Bridge Deterioration 2:35 pmBrad Rister, Project Engineer, Kentucky Transportation Center, Lexington, KY

In-Situ Evaluation of Concrete Bridge Decks Using Air-Coupled Impact-Echo Test 3:10 pmSeong-Hoon Kee, Student, University of Texas at Austin, Austin, TX

Comparative Investigation of Chloride-Induced Corrosion Detection Techniques in Reinforced Concrete Structures 3:45 pmParham Chabi, Student, University of Ottawa, Ottawa, ON, Canada


171

Thursday, October 20, 20118:00 am - 5:00 pm

üACI/PCA 318-11 Building Code Seminar M-STATESMEN7:45 am Registration; coffee and pastries available$597 Nonmember registration fee $457 ACI National Member registration fee $125 Full-time students (with proof of enrollment)

Speakers: Mahmoud Kamara Senior Structural Engineer Portland Cement Association Skokie, IL

Lawrence C. Novak Director of Engineered Buildings Portland Cement Association Skokie, IL

This 1-day seminar is for structural engineers, specifiers, building officials, contractors, architects, and inspectors interested in keeping up with the latest information on concrete design and construction. This seminar, which is co-sponsored by ACI and the Portland Cement Association (PCA), will cover all of the major changes in this new edition of the Code. A major portion of the revisions are related to the addition of adhesive anchors in ACI 318 for the first time. In addition to the new anchor design requirements, the seminar will cover adhesive anchor evaluation requirements and new provisions requiring certification of the anchor installer under certain circumstances. Changes to reinforcing steel detailing requirements, allowable grades, and coating types will also be covered. Important topics, such as detailing for structural integrity and designing using the latest in strut-and-tie modeling, will be presented and discussed. Included with the seminar are complimentary copies of ACI’s “Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary” and worked examples prepared by PCA—essential items that anyone in the concrete industry will refer to over and over for the next several years.


172

Co-Sponsored by: AIA Cincinnati

Roberts Paideia Academy, Cincinnati Public Schools1702 Grand Avenue, Cincinnati, Ohio 45214

The Office Center at Red Bank Village3960 Red Bank Road, Cincinnati, Ohio 45227

Campus Mall Renovation, Xavier University3800 Victory Parkway, Cincinnati, Ohio 45207

Academy of World Languages2030 Fairfax Avenue, Cincinnati, Ohio 45207

The Ascent at Roebling’s Bridge1 Roebling Way, Covington, Kentucky 41011

Cincinnati Financial Corporation Office Campus6200 S. Gilmore Rd, Fairfield, Ohio 45014

Harrison Activity Center, Southwest Local School District9860 West Road, Harrison, OH 45030

North Pointe at Union Centre, Offices for GE Aviation6440 and 6380 Aviation Way, West Chester, Ohio 45069

Two Waterstone Place, Offices for Miller-Valentine Group9349 Waterstone Boulevard, Deerfield Township, Ohio 45249

Compiled by ACI Committee 124, Concrete Aesthetics

173

Questions or comments? Please e-mail the editor, Michael Paul, at [email protected].

174

ACI Board Committees and Chairs

Certification Programs G. Terry HarrisChapter Activities Dawn L. MillerConstruction Liaison Michael J. SchneiderConvention Kari L. YuersEducational Activities David M. SuchorskiFinancial Advisory William E. Rushing Jr.Honors and Awards Thomas D. VertiInternational Luke M. SnellMarketing Beverly A. GarnantMembership Matthew R. ShermanPublications John S. PopovicsResponsibility in Concrete Construction Jeffrey W. ColemanStandards Board Anthony E. FioratoStudent and Young Professional Activities George R. WargoTechnical Activities David A. Lange

ACI Convention CommitteeKari L. Yuers, Chair

Katie BartojayJoseph J. Biernacki

Ramon L. CarrasquilloMark A. Cheek

James H. HansonDavid A. LangeWilliam J. Lyons

Kirk L. McDonaldHani H. A. Nassif

Debrethann R. OrsakAimee Pergalsky

William E. Rushing Jr.David H. Sanders

Michael J. SchneiderDavid M. SuchorskiLawrence H. Taber

Renée J. Lewis, Staff Liaison

Session Attendance Tracking Form for the ACI Fall 2011 ConventionCincinnati, OH • October 16-20, 2011

Use this form to track your attendance at ACI sessions. You must be a registered convention attendee to attend sessions. This form may be accepted by state boards that allow self-reporting of continuing education activities as evidence of participation. In most cases, 1 contact hour is equal to 1 Profes-sional Development Hour (PDH). Check with your state board for acceptance criteria.

Instructions: Fill in your name, e-mail address, and telephone number below. Check off each session you attend. If a state where you are licensed requires a certificate of attendance, please record the PDH Codes given throughout each session in the boxes provided. You must attend the entire session and sign this form to receive your certificate(s). After you have attended your final ses-sion, submit this form to the registration desk located in the Ballroom Foyer at the Duke Energy Convention Center. You may also fax this form to ACI at 248-848-3792 or e-mail it to Mike Tholen ([email protected]). You must attend the entire session and sign this form to receive a certificate(s). Total the number of PDH credits you earned for each day at the end of this form.

Name (please print): _______________________________________________________________

E-mail address (please print): ________________________________________________________

Telephone number: _________________________________________________________________

If you are a licensed professional engineer in Florida or North Carolina and would like ACI to report your hours to these state boards or an architect and would like ACI to report your hours to AIA, please provide your license number below.

Florida PE No.: _____________________________________________________

North Carolina PE No.: _______________________________________________

Architecture license No.: _____________________________________________

By my signature, I attest that I have attended the entire duration of each of the sessions indicated on this form: ______________________________________________________________________ (signature)

Saturday, October 15, 20111:00 PM-5:00 PM 4 PDH ACI Concrete Sustainability Forum IV

PDH Codes for selected session:

Sunday, October 16, 20112:00 PM-5:00 PM (Select one session) 3 PDH Andy Scanlon Symposium on Serviceability and Safety of Concrete Structures: From Theory to

Practice, Part 1 (435/348) Emerging Technologies in Civil Infrastructure Application (TTAG-SDC) Modeling of FRP Strengthening Techniques in Concrete Infrastructure (447) Recent Development in Bond and Splice Tests (408) Understanding the Implications of Green Building Codes and Standards on the Concrete and

Masonry Industries (122/130)PDH Codes for selected session:

7:30 PM-10:00 PM (Select one session) 2.5 PDH 123 Forum (123) Hot Topic Session (HTC)


Monday, October 17, 20119:00 AM-12:00 PM (Select one session) 3 PDH Andy Scanlon Symposium on Serviceability and Safety of Concrete Structures: From Theory to

Practice, Part 2 (435/348) Evaluation of Existing Structures Prior to Rehabilitation (228) Fiber-Reinforced Concrete—Smart Materials and Sensors (544F/544) Research in Progress (123) Structural Health Monitoring Technologies, Part 1 (444)


2:00 PM-5:00 PM (Select one session) 3 PDH Andy Scanlon Symposium on Serviceability and Safety of Concrete Structures: From Theory to

Practice, Part 3 (435/348) Concrete Overlays for Pavement Rehabilitation (325) Field Guide to Concrete Repair Application Procedures (E706) Structural Health Monitoring Technologies, Part 2 (444) Technical Session in Honor of Robert Gulyas (223/302/345/360/515)


Tuesday, October 18, 20119:00 AM-12:00 PM (Select one session) 3 PDH ACI 301—Bridging Codes and Specifications (E707/301)Andy Scanlon Symposium on Serviceability and Safety of Concrete Structures: From Theory to

Practice, Part 4 (435/348) Bridging Theory and Practice in the Greater Miami Valley (ACI Greater Miami Valley Chapter) Mass Concrete and Thermal Cracking, a Joint ACI-JCI Seminar, Part 1 (207) Recent Development in Reinforced Concrete Slab Analysis, Design, and Serviceability, Part 1 (421)


2:00 PM-5:00 PM (Select one session) 3 PDH Achieving Sustainability with Prestressed Concrete (363) Contractors’ Day Session—Challenges

and Other Endurances for the Concrete Contractor (ACI Greater Miami Valley Chapter) Mass Concrete and Thermal Cracking, a Joint ACI-JCI Seminar, Part 2 (207) Open Paper Session (123) Recent Development in Reinforced Concrete, Slab Analysis, Design, and Serviceability, Part 2 (421)


Wednesday, October 19, 20119:00 AM-12:00 PM (Select one session) 3 PDH CLSM from Practice to Theory (229) Multi-Type Durability Attack, Part 1 (236) Rapid Nondestructive Testing of Reinforced Concrete Bridge Decks—From Theory to Practice,

Part 1 (342) Silica Fume Concrete Field Applications and Performance (234)


2:00 PM-5:00 PM (Select one session) 3 PDH Multi-Type Durability Attack, Part 2 (236) Promoting the Planning, Design and Construction of Sustainable Infrastructure: The Institute

for Sustainable Infrastructure’s envision® Sustainability Rating System (130) Rapid Nondestructive Testing of Reinforced Concrete Bridge Decks—From Theory to Practice,

Part 2 (342)PDH Codes for selected session:

Daily PDH Totals:Total completed on Saturday, 10/15/11 ________________

Total completed on Sunday, 10/16/11 ________________

Total completed on Monday, 10/17/11 ________________

Total completed on Tuesday, 10/18/11 ________________

Total completed on Wednesday, 10/19/11 ________________

Total number of PDHs Completed

Please submit this form to the registration desk located in the Ballroom Foyer at the Duke Energy Convention Center at the conclusion of the final session you attend. You may also fax this form to ACI at 248-848-3792 or e-mail to Mike Tholen ([email protected]).

You will receive your certificate(s) no later than four (4) weeks after the convention. Please ensure you have filled out the correct e-mail address on this form, as that is where your certificate(s) will be sent.

Session Attendance Tracking Form for the ACI Fall 2011 ConventionCincinnati, OH • October 16-20, 2011

www.aciconvention.org

Tours:• Discover Dallas City

Tour &Sixth Floor Museum

• Dallas Pub & Grub Experience

• High Fashion on the High Plains

• The John Fitzgerald Kennedy Tour• Cowtown & Culture • Dallas’ Hallowed Haunts!• Lone Star Sports Legends,

No Where Else But Texas!

Special Events:• ACI Opening Session &

Awards Program• Student Competition• Concrete Mixer at the

world-renowned “Gilley’s Dallas”

• and more!

at the ACI Spring 2012 Convention

March 18-22 Hyatt Regency Dallas

Dallas, TX

Experience innovation, design, culture and

The Art of Concrete

American Concrete InstituteP.O. Box 9094Farmington Hills, MI 48333-9094Phone: 248-848-3700 Fax: 248-848-3701www.concrete.org

American Concrete Institute®

Advancing concrete knowledge

Spring 2012The Art of ConcreteMarch 18-22, 2012Hyatt Regency DallasDallas, TX

Fall 2012Forming Our FutureOctober 21-25, 2012Sheraton CentreToronto, ON, Canada

Spring 2013April 14-18, Hilton & Minneapolis Convention Center,Minneapolis, MN

Future ACI Conventions

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